Report date: Nov 6,2024
Conflict count: 361874
Publisher: Thomas Telford Ltd.
Title count: 22
Conflict count: 1818


==========================================================

Created: 2021-12-05 11:01:52
ConfID: 6375233
CauseID: 1514480914
OtherID: 948852241
JT: Géotechnique
MD: Couples,51,2,193,2001,Book reviews
DOI: 10.1680/geot.51.2.193.40293(Journal) (6375233-N)
DOI: 10.1680/geot.2001.51.2.193(Journal)
==========================================================

Created: 2021-12-05 11:01:40
ConfID: 6375232
CauseID: 1514480900
OtherID: 948845582
JT: Géotechnique
MD: Chan,53,7,688,2003,Book reviews
DOI: 10.1680/geot.53.7.688.37390(Journal) (6375232-N)
DOI: 10.1680/geot.2003.53.7.688(Journal)
==========================================================

Created: 2021-12-05 11:01:52
ConfID: 6375234
CauseID: 1514480915
OtherID: 948851235
JT: Géotechnique
MD: ,51,4,385,2001,Book review
DOI: 10.1680/geot.51.4.385.39393(Journal) (6375234-N)
DOI: 10.1680/geot.2001.51.4.385(Journal)
==========================================================

Created: 2021-12-05 11:01:36
ConfID: 6375227
CauseID: 1514480867
OtherID: 948844825
JT: Géotechnique
MD: Bommer,54,2,155,2004,Book review
DOI: 10.1680/geot.54.2.155.36338(Journal) (6375227-N)
DOI: 10.1680/geot.2004.54.2.155(Journal)
==========================================================

Created: 2021-12-05 11:01:41
ConfID: 6375229
CauseID: 1514480888
OtherID: 948849202
JT: Géotechnique
MD: Norbury,52,2,155,2002,Book review
DOI: 10.1680/geot.52.2.155.40931(Journal) (6375229-N)
DOI: 10.1680/geot.2002.52.2.155(Journal)
==========================================================

Created: 2021-12-05 11:01:36
ConfID: 6375228
CauseID: 1514480870
OtherID: 948844340
JT: Géotechnique
MD: Charles,54,5,349,2004,Book review
DOI: 10.1680/geot.54.5.349.46718(Journal) (6375228-N)
DOI: 10.1680/geot.2004.54.5.349(Journal)
==========================================================

Created: 2021-12-05 11:01:42
ConfID: 6375231
CauseID: 1514480894
OtherID: 948847770
JT: Géotechnique
MD: Pastor,52,8,579,2002,Modelling tailings dams and mine waste dumps failures
DOI: 10.1680/geot.52.8.579.38834(Journal) (6375231-N)
DOI: 10.1680/geot.2002.52.8.579(Journal)
==========================================================

Created: 2021-12-05 11:01:41
ConfID: 6375230
CauseID: 1514480891
OtherID: 948848952
JT: Géotechnique
MD: Herle,52,3,232,2002,Book review
DOI: 10.1680/geot.52.3.232.41014(Journal) (6375230-N)
DOI: 10.1680/geot.2002.52.3.232(Journal)
==========================================================

Created: 2021-12-06 11:45:15
ConfID: 6375361
CauseID: 1514562348
JT: Géotechnique
MD: K. N.,25,1,157,1975,Book reviews
DOI: 10.1680/geot.1975.25.1.157(Journal) (6375361-N)
DOI: 10.1680/geot.1975.25.1.157a(Journal)
==========================================================

Created: 2021-12-06 11:47:49
ConfID: 6375366
CauseID: 1514562967
JT: Géotechnique
MD: ,14,4,372,1964,Book reviews
DOI: 10.1680/geot.1964.14.4.372a(Journal) (6375366-N)
DOI: 10.1680/geot.1964.14.4.372b(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069645
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Shahgholi,51,10,881,2001,Horizontal slice method of analysis
DOI: 10.1680/geot.51.10.881.41058(Journal) (5069645-N)
DOI: 10.1680/geot.2001.51.10.881(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069644
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Ellis,51,1,3,2001,Full-height piled bridge abutments constructed on soft clay
DOI: 10.1680/geot.51.1.3.39353(Journal) (5069644-N)
DOI: 10.1680/geot.2001.51.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069647
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Burton,51,10,887,2001,Strength variation in young reef limestones
DOI: 10.1680/geot.51.10.887.41053(Journal) (5069647-N)
DOI: 10.1680/geot.2001.51.10.887(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069646
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Ratnam,51,7,641,2001,Revisiting Hvorslev's intake factors using the finite element method
DOI: 10.1680/geot.51.7.641.51385(Journal) (5069646-N)
DOI: 10.1680/geot.2001.51.7.641(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069641
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Sills,51,7,629,2001,Consolidation of naturally gassy soft soil
DOI: 10.1680/geot.51.7.629.51387(Journal) (5069641-N)
DOI: 10.1680/geot.2001.51.7.629(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069640
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Wesley,51,4,373,2001,Shear strength parameters from back-analysis of single slips
DOI: 10.1680/geot.51.4.373.39399(Journal) (5069640-N)
DOI: 10.1680/geot.2001.51.4.373(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069643
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Simpson,51,1,1,2001,Editorial
DOI: 10.1680/geot.51.1.1.39354(Journal) (5069643-N)
DOI: 10.1680/geot.2001.51.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069642
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: ,51,4,387,2001,Corrigendum
DOI: 10.1680/geot.51.4.387.39392(Journal) (5069642-N)
DOI: 10.1680/geot.2001.51.4.387(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069637
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Zhu,51,4,361,2001,Consolidation of soil with vertical and horizontal drainage under ramp load
DOI: 10.1680/geot.51.4.361.39391(Journal) (5069637-N)
DOI: 10.1680/geot.2001.51.4.361(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069636
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Griffiths,51,4,351,2001,Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited
DOI: 10.1680/geot.51.4.351.39396(Journal) (5069636-N)
DOI: 10.1680/geot.2001.51.4.351(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069639
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Latham,51,10,871,2001,A random method for simulating loose packs of angular particles using tetrahedra
DOI: 10.1680/geot.51.10.871.41060(Journal) (5069639-N)
DOI: 10.1680/geot.2001.51.10.871(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069638
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Puzrin,51,4,369,2001,On the non-intersection dilemma in multiple surface plasticity
DOI: 10.1680/geot.51.4.369.39400(Journal) (5069638-N)
DOI: 10.1680/geot.2001.51.4.369(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069633
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Sassa,51,10,847,2001,Analysis of progressive liquefaction as a moving-boundary problem
DOI: 10.1680/geot.51.10.847.41059(Journal) (5069633-N)
DOI: 10.1680/geot.2001.51.10.847(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069632
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Komiya,51,10,835,2001,Soil consolidation associated with grouting during shield tunnelling in soft clayey ground
DOI: 10.1680/geot.51.10.835.41062(Journal) (5069632-N)
DOI: 10.1680/geot.2001.51.10.835(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069635
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Navarro,51,10,859,2001,Secondary compression of clays as a local dehydration process
DOI: 10.1680/geot.51.10.859.41064(Journal) (5069635-N)
DOI: 10.1680/geot.2001.51.10.859(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069634
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Whittle,51,7,601,2001,Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe
DOI: 10.1680/geot.51.7.601.51388(Journal) (5069634-N)
DOI: 10.1680/geot.2001.51.7.601(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069656
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Zdravković,51,1,69,2001,The effect on anisotropy of rotating the principal stress axes during consolidation
DOI: 10.1680/geot.51.1.69.39359(Journal) (5069656-N)
DOI: 10.1680/geot.2001.51.1.69(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069652
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Ranzini,51,7,647,2001,Stabilisation of leaning structures: the Tower of Pisa case
DOI: 10.1680/geot.51.7.647.51384(Journal) (5069652-N)
DOI: 10.1680/geot.2001.51.7.647(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069655
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Wesley,51,10,901,2001,Consolidation behaviour of allophane clays
DOI: 10.1680/geot.51.10.901.41057(Journal) (5069655-N)
DOI: 10.1680/geot.2001.51.10.901(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069654
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Zdravkovic,51,1,55,2001,A parametric study of the pull-out capacity of bucket foundations in soft clay
DOI: 10.1680/geot.51.1.55.39356(Journal) (5069654-N)
DOI: 10.1680/geot.2001.51.1.55(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069649
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: McDowell,51,10,897,2001,Statistics of soil particle strength
DOI: 10.1680/geot.51.10.897.41061(Journal) (5069649-N)
DOI: 10.1680/geot.2001.51.10.897(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069648
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Triantafyllidis,51,10,891,2001,On the application of the Hiley formula in driving long piles
DOI: 10.1680/geot.51.10.891.41063(Journal) (5069648-N)
DOI: 10.1680/geot.2001.51.10.891(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069651
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Hansbo,51,1,51,2001,Consolidation equation valid for both Darcian and non-Darcian flow
DOI: 10.1680/geot.51.1.51.39357(Journal) (5069651-N)
DOI: 10.1680/geot.2001.51.1.51(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069650
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Molenkamp,51,1,37,2001,Evaluation of axial shear test using plane strain simulations
DOI: 10.1680/geot.51.1.37.39360(Journal) (5069650-N)
DOI: 10.1680/geot.2001.51.1.37(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069677
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Poulos,51,2,95,2001,Piled raft foundations: design and applications
DOI: 10.1680/geot.51.2.95.40292(Journal) (5069677-N)
DOI: 10.1680/geot.2001.51.2.95(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069676
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Nikolaou,51,5,425,2001,Kinematic pile bending during earthquakes: analysis and field measurements
DOI: 10.1680/geot.51.5.425.39973(Journal) (5069676-N)
DOI: 10.1680/geot.2001.51.5.425(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069679
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Nemat-Nasser,51,9,753,2001,Radiographic and microscopic observation of shear bands in granular materials
DOI: 10.1680/geot.51.9.753.41039(Journal) (5069679-N)
DOI: 10.1680/geot.2001.51.9.753(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069678
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Klotz,51,9,733,2001,An investigation of the effect of soil state on the capacity of driven piles in sands
DOI: 10.1680/geot.51.9.733.41036(Journal) (5069678-N)
DOI: 10.1680/geot.2001.51.9.733(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069675
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Zhu,51,5,407,2001,Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures
DOI: 10.1680/geot.51.5.407.39970(Journal) (5069675-N)
DOI: 10.1680/geot.2001.51.5.407(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069671
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Clayton,51,3,245,2001,Stiffness of geomaterials at very small strains
DOI: 10.1680/geot.51.3.245.39363(Journal) (5069671-N)
DOI: 10.1680/geot.2001.51.3.245(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069664
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Leroueil,51,3,197,2001,Natural slopes and cuts: movement and failure mechanisms
DOI: 10.1680/geot.51.3.197.39365(Journal) (5069664-N)
DOI: 10.1680/geot.2001.51.3.197(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069693
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Dudoignon,51,6,493,2001,Macro–micro measurement of particle arrangement in sheared kaolinitic matrices
DOI: 10.1680/geot.51.6.493.40458(Journal) (5069693-N)
DOI: 10.1680/geot.2001.51.6.493(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069692
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Abbiss,51,6,483,2001,Deformation of landfill from measurements of shear wave velocity and damping
DOI: 10.1680/geot.51.6.483.40461(Journal) (5069692-N)
DOI: 10.1680/geot.2001.51.6.483(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069695
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Berrill,51,6,501,2001,Case study of lateral spreading forces on a piled foundation
DOI: 10.1680/geot.51.6.501.40462(Journal) (5069695-N)
DOI: 10.1680/geot.2001.51.6.501(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069694
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Holzlöhner,51,8,655,2001,Strip loads on a non-linear heterogeneous half-space
DOI: 10.1680/geot.51.8.655.40472(Journal) (5069694-N)
DOI: 10.1680/geot.2001.51.8.655(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069689
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Kumar,51,3,275,2001,Seismic vertical uplift capacity of strip anchors
DOI: 10.1680/geot.51.3.275.39368(Journal) (5069689-N)
DOI: 10.1680/geot.2001.51.3.275(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069688
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Sassa,51,2,115,2001,Analysis of wave-induced liquefaction of sand beds
DOI: 10.1680/geot.51.2.115.40288(Journal) (5069688-N)
DOI: 10.1680/geot.2001.51.2.115(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069691
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: ,51,3,291,2001,Erratum
DOI: 10.1680/geot.51.3.291.39366(Journal) (5069691-N)
DOI: 10.1680/geot.2001.51.3.291(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069690
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Cafaro,51,5,441,2001,Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering
DOI: 10.1680/geot.51.5.441.39967(Journal) (5069690-N)
DOI: 10.1680/geot.2001.51.5.441(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069685
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Michalowski,51,9,787,2001,Upper-bound load estimates on square and rectangular footings
DOI: 10.1680/geot.51.9.787.41038(Journal) (5069685-N)
DOI: 10.1680/geot.2001.51.9.787(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069684
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Cerasi,51,9,777,2001,Failure modes of drilling fluid filter cake
DOI: 10.1680/geot.51.9.777.41030(Journal) (5069684-N)
DOI: 10.1680/geot.2001.51.9.777(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069687
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Wu,51,9,815,2001,Strength theory of homogeneous jointed rock mass
DOI: 10.1680/geot.51.9.815.41035(Journal) (5069687-N)
DOI: 10.1680/geot.2001.51.9.815(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069686
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Juang,51,9,799,2001,Three-dimensional site characterisation: neural network approach
DOI: 10.1680/geot.51.9.799.41033(Journal) (5069686-N)
DOI: 10.1680/geot.2001.51.9.799(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069681
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Nash,51,3,257,2001,Modelling consolidation accelerated by vertical drains in soils subject to creep
DOI: 10.1680/geot.51.3.257.39362(Journal) (5069681-N)
DOI: 10.1680/geot.2001.51.3.257(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069680
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Stewart,51,9,767,2001,The strength of unsaturated bentonite-enhanced sand
DOI: 10.1680/geot.51.9.767.41034(Journal) (5069680-N)
DOI: 10.1680/geot.2001.51.9.767(Journal)
==========================================================

Created: 2016-08-24 07:29:20
ConfID: 5163789
CauseID: 1395677947
OtherID: 948848230
JT: Géotechnique
MD: Charles,52,7,527,2002,Ground improvement: the interaction of engineering science and experience-based technology
DOI: 10.1680/geot.52.7.527.38748(Journal) (5163789-N)
DOI: 10.1680/geot.2002.52.7.527(Journal)
==========================================================

Created: 2015-11-23 10:05:27
ConfID: 5069613
CauseID: 1387457369
JT: Géotechnique
MD: ,42,1,158,1992,Corrigenda
DOI: 10.1680/geot.1992.42.1.158(Journal) (5069613-N)
DOI: 10.1680/geot.1992.42.1.158a(Journal)
==========================================================

Created: 2015-11-23 10:05:21
ConfID: 5069612
CauseID: 1387457337
JT: Géotechnique
MD: Sridharan,38,3,467,1988,Discussion: Rectangular hyperbola method of consolidation analysis
DOI: 10.1680/geot.1988.38.3.467(Journal) (5069612-N)
DOI: 10.1680/geot.1988.38.3.475(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069615
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Cassidy,52,10,705,2002,Modelling the behaviour of circular footings under combined loading on loose carbonate sand
DOI: 10.1680/geot.52.10.705.38846(Journal) (5069615-N)
DOI: 10.1680/geot.2002.52.10.705(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069614
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Simpson,52,10,703,2002,Editorial
DOI: 10.1680/geot.52.10.703.38849(Journal) (5069614-N)
DOI: 10.1680/geot.2002.52.10.703(Journal)
==========================================================

Created: 2015-11-23 10:05:21
ConfID: 5069611
CauseID: 1387457333
JT: Géotechnique
MD: ,41,1,172,1991,Corrigenda
DOI: 10.1680/geot.1991.41.1.172(Journal) (5069611-N)
DOI: 10.1680/geot.1991.41.1.182(Journal)
DOI: 10.1680/geot.1991.41.1.192(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069629
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Fourie,51,7,577,2001,Partially saturated tailings sand below the phreatic surface
DOI: 10.1680/geot.51.7.577.51389(Journal) (5069629-N)
DOI: 10.1680/geot.2001.51.7.577(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069628
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Cao,51,4,323,2001,Undrained cavity expansion in modified Cam clay I: Theoretical analysis
DOI: 10.1680/geot.51.4.323.39395(Journal) (5069628-N)
DOI: 10.1680/geot.2001.51.4.323(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069631
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Chang,51,4,335,2001,Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test
DOI: 10.1680/geot.51.4.335.39390(Journal) (5069631-N)
DOI: 10.1680/geot.2001.51.4.335(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069630
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Wang,51,7,587,2001,Factors affecting rainfall-induced flowslides in laboratory flume tests
DOI: 10.1680/geot.51.7.587.51386(Journal) (5069630-N)
DOI: 10.1680/geot.2001.51.7.587(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069625
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: McDougall,54,9,605,2004,Decomposition and settlement in landfilled waste and other soil-like materials
DOI: 10.1680/geot.54.9.605.56937(Journal) (5069625-N)
DOI: 10.1680/geot.2004.54.9.605(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069624
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Wilmanski,54,9,593,2004,On microstructural tests for poroelastic materials and corresponding Gassmann-type relations
DOI: 10.1680/geot.54.9.593.56939(Journal) (5069624-N)
DOI: 10.1680/geot.2004.54.9.593(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069627
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Chu,51,4,311,2001,Pre-failure strain softening and pre-failure instability of sand: a comparative study
DOI: 10.1680/geot.51.4.311.39402(Journal) (5069627-N)
DOI: 10.1680/geot.2001.51.4.311(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069626
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Long,51,4,293,2001,Field behaviour of very soft clays at the Athlone embankments
DOI: 10.1680/geot.51.4.293.39401(Journal) (5069626-N)
DOI: 10.1680/geot.2001.51.4.293(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069621
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Merckelbach,54,9,581,2004,Determining effective stress and permeability equations for soft mud from simple laboratory experiments
DOI: 10.1680/geot.54.9.581.56940(Journal) (5069621-N)
DOI: 10.1680/geot.2004.54.9.581(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069620
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Baudet,54,9,571,2004,On the behaviour of deep-ocean sediments
DOI: 10.1680/geot.54.9.571.56938(Journal) (5069620-N)
DOI: 10.1680/geot.2004.54.9.571(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069623
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Gurtug,52,10,761,2002,Prediction of compaction characteristics of fine-grained soils
DOI: 10.1680/geot.52.10.761.38852(Journal) (5069623-N)
DOI: 10.1680/geot.2002.52.10.761(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069622
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Yang,52,10,757,2002,Non-uniqueness of flow liquefaction line for loose sand
DOI: 10.1680/geot.52.10.757.38845(Journal) (5069622-N)
DOI: 10.1680/geot.2002.52.10.757(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069617
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Kuwano,52,10,727,2002,On the applicability of cross-anisotropic elasticity to granular materials at very small strains
DOI: 10.1680/geot.52.10.727.38848(Journal) (5069617-N)
DOI: 10.1680/geot.2002.52.10.727(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069616
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Yang,52,10,713,2002,One-dimensional self-weight consolidation of a lumpy clay fill
DOI: 10.1680/geot.52.10.713.38851(Journal) (5069616-N)
DOI: 10.1680/geot.2002.52.10.713(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069619
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Ni,54,9,561,2004,Contribution of fines to the compressive strength of mixed soils
DOI: 10.1680/geot.54.9.561.56936(Journal) (5069619-N)
DOI: 10.1680/geot.2004.54.9.561(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069618
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Chu,52,10,751,2002,Effect of fines on instability behaviour of loose sand
DOI: 10.1680/geot.52.10.751.38850(Journal) (5069618-N)
DOI: 10.1680/geot.2002.52.10.751(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069773
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Muhunthan,52,7,541,2002,Elastic energy and shear work
DOI: 10.1680/geot.52.7.541.38754(Journal) (5069773-N)
DOI: 10.1680/geot.2002.52.7.541(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069772
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Teachavorasinskun,52,7,537,2002,Elastic shear modulus of Bangkok clay during undrained triaxial compression
DOI: 10.1680/geot.52.7.537.38755(Journal) (5069772-N)
DOI: 10.1680/geot.2002.52.7.537(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069775
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Vatsala,52,4,279,2002,Suction in compacted states
DOI: 10.1680/geot.52.4.279.41029(Journal) (5069775-N)
DOI: 10.1680/geot.2002.52.4.279(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069774
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Arroyo,53,3,337,2003,Source near-field effects and pulse tests in soil samples
DOI: 10.1680/geot.53.3.337.37277(Journal) (5069774-N)
DOI: 10.1680/geot.2003.53.3.337(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069769
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Collins,52,7,507,2002,A thermomechanical analysis of a family of soil models
DOI: 10.1680/geot.52.7.507.38756(Journal) (5069769-N)
DOI: 10.1680/geot.2002.52.7.507(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069768
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Sridharan,52,6,459,2002,Swelling pressure of sodium montmorillonites
DOI: 10.1680/geot.52.6.459.38745(Journal) (5069768-N)
DOI: 10.1680/geot.2002.52.6.459(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069771
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Zhao,52,7,533,2002,An elastoplastic damage model of soil
DOI: 10.1680/geot.52.7.533.38746(Journal) (5069771-N)
DOI: 10.1680/geot.2002.52.7.533(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069770
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Winter,52,7,519,2002,Methods for determining representative density–depth profiles using nuclear density gauges
DOI: 10.1680/geot.52.7.519.38749(Journal) (5069770-N)
DOI: 10.1680/geot.2002.52.7.519(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069765
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Houlsby,52,2,117,2002,A plasticity model for the behaviour of footings on sand under combined loading
DOI: 10.1680/geot.52.2.117.40922(Journal) (5069765-N)
DOI: 10.1680/geot.2002.52.2.117(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069764
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Gu,52,7,481,2002,Ground response to dynamic compaction of dry sand
DOI: 10.1680/geot.52.7.481.38747(Journal) (5069764-N)
DOI: 10.1680/geot.2002.52.7.481(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069767
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Lloret,53,1,27,2003,Mechanical behaviour of heavily compacted bentonite under high suction changes
DOI: 10.1680/geot.53.1.27.37258(Journal) (5069767-N)
DOI: 10.1680/geot.2003.53.1.27(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069766
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Fratta,52,7,495,2002,Shear wave propagation in jointed rock: state of stress
DOI: 10.1680/geot.52.7.495.38753(Journal) (5069766-N)
DOI: 10.1680/geot.2002.52.7.495(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069761
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Hajiabdolmajid,53,3,327,2003,Mobilised strength components in brittle failure of rock
DOI: 10.1680/geot.53.3.327.37280(Journal) (5069761-N)
DOI: 10.1680/geot.2003.53.3.327(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069760
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: White,53,3,317,2003,PSD measurement using the single particle optical sizing (SPOS) method
DOI: 10.1680/geot.53.3.317.37283(Journal) (5069760-N)
DOI: 10.1680/geot.2003.53.3.317(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069763
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Ng,52,7,469,2002,Cyclic settlement behaviour of spudcan foundations
DOI: 10.1680/geot.52.7.469.38750(Journal) (5069763-N)
DOI: 10.1680/geot.2002.52.7.469(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069762
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Rao,52,4,259,2002,Collapse behaviour of a residual soil
DOI: 10.1680/geot.52.4.259.41025(Journal) (5069762-N)
DOI: 10.1680/geot.2002.52.4.259(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069789
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Kumar,53,3,347,2003,Seismic bearing capacity of foundations on slopes
DOI: 10.1680/geot.53.3.347.37282(Journal) (5069789-N)
DOI: 10.1680/geot.2003.53.3.347(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069788
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Take,53,2,159,2003,Tensiometer saturation and the reliable measurement of soil suction
DOI: 10.1680/geot.53.2.159.37261(Journal) (5069788-N)
DOI: 10.1680/geot.2003.53.2.159(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069791
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Kumar,53,3,363,2003,Seismic bearing capacity of rough footings on slopes using limit equilibrium
DOI: 10.1680/geot.53.3.363.37278(Journal) (5069791-N)
DOI: 10.1680/geot.2003.53.3.363(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069790
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Hird,53,10,885,2003,Performance of miniature piezocones in thinly layered soils
DOI: 10.1680/geot.53.10.885.37517(Journal) (5069790-N)
DOI: 10.1680/geot.2003.53.10.885(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069785
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Wu,52,2,137,2002,Statistical model for structure of jointed rock mass
DOI: 10.1680/geot.52.2.137.40927(Journal) (5069785-N)
DOI: 10.1680/geot.2002.52.2.137(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069784
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: McDowell,52,4,299,2002,Discrete element modelling of yielding and normal compression of sand
DOI: 10.1680/geot.52.4.299.41018(Journal) (5069784-N)
DOI: 10.1680/geot.2002.52.4.299(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069787
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Palmer,53,10,877,2003,Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests
DOI: 10.1680/geot.53.10.877.37522(Journal) (5069787-N)
DOI: 10.1680/geot.2003.53.10.877(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069786
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Shin,52,3,187,2002,Three-dimensional modelling of NATM tunnelling in decomposed granite soil
DOI: 10.1680/geot.52.3.187.41011(Journal) (5069786-N)
DOI: 10.1680/geot.2002.52.3.187(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069781
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Vardoulakis,52,3,157,2002,Dynamic thermo-poro-mechanical analysis of catastrophic landslides
DOI: 10.1680/geot.52.3.157.41012(Journal) (5069781-N)
DOI: 10.1680/geot.2002.52.3.157(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069780
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Ng,53,2,143,2003,Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration
DOI: 10.1680/geot.53.2.143.37272(Journal) (5069780-N)
DOI: 10.1680/geot.2003.53.2.143(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069783
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Wesley,52,4,289,2002,Interpretation of calibration chamber tests involving cone penetrometers in sands
DOI: 10.1680/geot.52.4.289.41024(Journal) (5069783-N)
DOI: 10.1680/geot.2002.52.4.289(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069782
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Wheeler,53,1,41,2003,Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils
DOI: 10.1680/geot.53.1.41.37252(Journal) (5069782-N)
DOI: 10.1680/geot.2003.53.1.41(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069777
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: ,52,7,546,2002,Erratum
DOI: 10.1680/geot.52.7.546.38751(Journal) (5069777-N)
DOI: 10.1680/geot.2002.52.7.546(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069776
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Locke,52,4,285,2002,Filtration of broadly graded soils: the reduced PSD method
DOI: 10.1680/geot.52.4.285.41028(Journal) (5069776-N)
DOI: 10.1680/geot.2002.52.4.285(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069779
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: McDowell,52,2,131,2002,Discrete element modelling of soil particle fracture
DOI: 10.1680/geot.52.2.131.40930(Journal) (5069779-N)
DOI: 10.1680/geot.2002.52.2.131(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069778
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Randolph,53,10,847,2003,Science and empiricism in pile foundation design
DOI: 10.1680/geot.53.10.847.37518(Journal) (5069778-N)
DOI: 10.1680/geot.2003.53.10.847(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069805
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Popescu,55,1,21,2005,3D effects in seismic liquefaction of stochastically variable soil deposits
DOI: 10.1680/geot.55.1.21.58589(Journal) (5069805-N)
DOI: 10.1680/geot.2005.55.1.21(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069804
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Thorne,54,8,507,2004,Uplift capacity of rapidly loaded strip anchors in uniform strength clay
DOI: 10.1680/geot.54.8.507.52012(Journal) (5069804-N)
DOI: 10.1680/geot.2004.54.8.507(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069807
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Gallipoli,53,1,105,2003,Modelling the variation of degree of saturation in a deformable unsaturated soil
DOI: 10.1680/geot.53.1.105.37249(Journal) (5069807-N)
DOI: 10.1680/geot.2003.53.1.105(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069806
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Cunningham,53,2,183,2003,The mechanical behaviour of a reconstituted unsaturated silty clay
DOI: 10.1680/geot.53.2.183.37266(Journal) (5069806-N)
DOI: 10.1680/geot.2003.53.2.183(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069801
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: White,53,7,619,2003,Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
DOI: 10.1680/geot.53.7.619.37383(Journal) (5069801-N)
DOI: 10.1680/geot.2003.53.7.619(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069800
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Cui,53,1,83,2003,Retention and transport of a hydrocarbon in a silt
DOI: 10.1680/geot.53.1.83.37248(Journal) (5069800-N)
DOI: 10.1680/geot.2003.53.1.83(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069803
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: McDowell,53,10,915,2003,Micromechanics of creep of granular materials
DOI: 10.1680/geot.53.10.915.37520(Journal) (5069803-N)
DOI: 10.1680/geot.2003.53.10.915(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069802
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Toll,53,1,93,2003,Critical-state parameters for an unsaturated residual sandy clay
DOI: 10.1680/geot.53.1.93.37255(Journal) (5069802-N)
DOI: 10.1680/geot.2003.53.1.93(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069797
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Mirghasemi,52,3,209,2002,Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles
DOI: 10.1680/geot.52.3.209.41010(Journal) (5069797-N)
DOI: 10.1680/geot.2002.52.3.209(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069796
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Shen,52,3,201,2002,Analysis of laterally loaded pile groups using a variational approach
DOI: 10.1680/geot.52.3.201.41016(Journal) (5069796-N)
DOI: 10.1680/geot.2002.52.3.201(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069799
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Leong,53,2,173,2003,Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique
DOI: 10.1680/geot.53.2.173.37271(Journal) (5069799-N)
DOI: 10.1680/geot.2003.53.2.173(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069798
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Barends,52,2,141,2002,A Dutch leaning tower saved in 1866 by the same method used for the Pisa tower
DOI: 10.1680/geot.52.2.141.40926(Journal) (5069798-N)
DOI: 10.1680/geot.2002.52.2.141(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069793
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Blight,53,1,55,2003,The vadose zone soil-water balance and transpiration rates of vegetation
DOI: 10.1680/geot.53.1.55.37259(Journal) (5069793-N)
DOI: 10.1680/geot.2003.53.1.55(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069792
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Einav,53,10,901,2003,Evaluation of continuous hyperplastic critical state (CHCS) model
DOI: 10.1680/geot.53.10.901.37521(Journal) (5069792-N)
DOI: 10.1680/geot.2003.53.10.901(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069795
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Romero,53,1,65,2003,Suction effects on a compacted clay under non-isothermal conditions
DOI: 10.1680/geot.53.1.65.37254(Journal) (5069795-N)
DOI: 10.1680/geot.2003.53.1.65(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069794
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Collins,53,7,611,2003,On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials
DOI: 10.1680/geot.53.7.611.37387(Journal) (5069794-N)
DOI: 10.1680/geot.2003.53.7.611(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069821
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Askari,53,8,697,2003,Upper-bound solution for seismic bearing capacity of shallow foundations near slopes
DOI: 10.1680/geot.53.8.697.37400(Journal) (5069821-N)
DOI: 10.1680/geot.2003.53.8.697(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069820
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Merckelbach,54,4,235,2004,Equations for effective stress and permeability of soft mud–sand mixtures
DOI: 10.1680/geot.54.4.235.36356(Journal) (5069820-N)
DOI: 10.1680/geot.2004.54.4.235(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069823
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Kemp,53,7,665,2003,In-situ sampling of sediment-filled fractures
DOI: 10.1680/geot.53.7.665.37388(Journal) (5069823-N)
DOI: 10.1680/geot.2003.53.7.665(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069822
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Doherty,53,8,703,2003,Elastic response of circular footings embedded in a non-homogeneous half-space
DOI: 10.1680/geot.53.8.703.37396(Journal) (5069822-N)
DOI: 10.1680/geot.2003.53.8.703(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069817
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Tarantino,53,1,137,2003,Calibration of tensiometer for direct measurement of matric suction
DOI: 10.1680/geot.53.1.137.37257(Journal) (5069817-N)
DOI: 10.1680/geot.2003.53.1.137(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069816
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Michalowski,54,8,529,2004,Admissible stress fields and arching in piles of sand
DOI: 10.1680/geot.54.8.529.52008(Journal) (5069816-N)
DOI: 10.1680/geot.2004.54.8.529(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069819
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: ,52,3,233,2002,Géotechnique Reviewers
DOI: 10.1680/geot.52.3.233.41013(Journal) (5069819-N)
DOI: 10.1680/geot.2002.52.3.233(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069818
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Lehane,53,8,689,2003,Effects of long-term pre-loading on the performance of a footing on clay
DOI: 10.1680/geot.53.8.689.37397(Journal) (5069818-N)
DOI: 10.1680/geot.2003.53.8.689(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069813
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Molenkamp,53,2,195,2003,Micromechanical considerations of unsaturated pyramidal packing
DOI: 10.1680/geot.53.2.195.37274(Journal) (5069813-N)
DOI: 10.1680/geot.2003.53.2.195(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069812
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Blatz,53,1,113,2003,Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction
DOI: 10.1680/geot.53.1.113.37256(Journal) (5069812-N)
DOI: 10.1680/geot.2003.53.1.113(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069815
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Gallipoli,53,1,123,2003,An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
DOI: 10.1680/geot.53.1.123.37251(Journal) (5069815-N)
DOI: 10.1680/geot.2003.53.1.123(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069814
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Teymur,53,7,655,2003,Experimental study of boundary effects in dynamic centrifuge modelling
DOI: 10.1680/geot.53.7.655.37392(Journal) (5069814-N)
DOI: 10.1680/geot.2003.53.7.655(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069809
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Cheng,53,7,633,2003,Discrete element simulation of crushable soil
DOI: 10.1680/geot.53.7.633.37389(Journal) (5069809-N)
DOI: 10.1680/geot.2003.53.7.633(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069808
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Larsson,55,1,33,2005,On horizontal variability in lime-cement columns in deep mixing
DOI: 10.1680/geot.55.1.33.58586(Journal) (5069808-N)
DOI: 10.1680/geot.2005.55.1.33(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069811
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Phoon,55,1,45,2005,Characterisation of model uncertainties for laterally loaded rigid drilled shafts
DOI: 10.1680/geot.55.1.45.58593(Journal) (5069811-N)
DOI: 10.1680/geot.2005.55.1.45(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069810
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Paik,53,7,643,2003,Estimation of active earth pressure against rigid retaining walls considering arching effects
DOI: 10.1680/geot.53.7.643.37385(Journal) (5069810-N)
DOI: 10.1680/geot.2003.53.7.643(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069709
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Algin,51,8,719,2001,Vertical stress formula for pressure over rectangular areas
DOI: 10.1680/geot.51.8.719.40467(Journal) (5069709-N)
DOI: 10.1680/geot.2001.51.8.719(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069708
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Zhu,51,5,471,2001,Drained creep behaviour of soft Hong Kong marine deposits
DOI: 10.1680/geot.51.5.471.39978(Journal) (5069708-N)
DOI: 10.1680/geot.2001.51.5.471(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069711
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Blewett,51,8,723,2001,Monitoring sedimentation of a clay slurry
DOI: 10.1680/geot.51.8.723.40466(Journal) (5069711-N)
DOI: 10.1680/geot.2001.51.8.723(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069710
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Boardman,51,6,533,2001,Development of stabilisation and solidification in lime–clay mixes
DOI: 10.1680/geot.51.6.533.40460(Journal) (5069710-N)
DOI: 10.1680/geot.2001.51.6.533(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069705
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Koumoto,51,8,701,2001,Theory and practice of the fall cone test
DOI: 10.1680/geot.51.8.701.40475(Journal) (5069705-N)
DOI: 10.1680/geot.2001.51.8.701(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069704
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Pan,51,2,155,2001,Constitutive model for the continuous damage of brittle rock
DOI: 10.1680/geot.51.2.155.40284(Journal) (5069704-N)
DOI: 10.1680/geot.2001.51.2.155(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069707
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Lings,51,8,713,2001,A novel bender/extender element for soil testing
DOI: 10.1680/geot.51.8.713.40469(Journal) (5069707-N)
DOI: 10.1680/geot.2001.51.8.713(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069706
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Teachavorasinskun,51,5,467,2001,Shear modulus and damping ratio of a clay during undrained cyclic loading
DOI: 10.1680/geot.51.5.467.39968(Journal) (5069706-N)
DOI: 10.1680/geot.2001.51.5.467(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069701
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Cardoso,51,6,519,2001,Characteristic values of ground parameters and probability of failure in design according to Eurocode 7
DOI: 10.1680/geot.51.6.519.40464(Journal) (5069701-N)
DOI: 10.1680/geot.2001.51.6.519(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069700
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Harrison,51,8,677,2001,Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results
DOI: 10.1680/geot.51.8.677.40476(Journal) (5069700-N)
DOI: 10.1680/geot.2001.51.8.677(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069703
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Byrne,51,5,463,2001,Observations of footing behaviour on loose carbonate sands
DOI: 10.1680/geot.51.5.463.39971(Journal) (5069703-N)
DOI: 10.1680/geot.2001.51.5.463(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069702
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Martin,51,8,687,2001,Combined loading of spudcan foundations on clay: numerical modelling
DOI: 10.1680/geot.51.8.687.40470(Journal) (5069702-N)
DOI: 10.1680/geot.2001.51.8.687(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069697
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Oldecop,51,2,127,2001,A model for rockfill compressibility
DOI: 10.1680/geot.51.2.127.40283(Journal) (5069697-N)
DOI: 10.1680/geot.2001.51.2.127(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069696
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Georgiannou,51,8,665,2001,A laboratory study of post-rupture strength
DOI: 10.1680/geot.51.8.665.40468(Journal) (5069696-N)
DOI: 10.1680/geot.2001.51.8.665(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069699
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Merifield,51,2,141,2001,Stability of plate anchors in undrained clay
DOI: 10.1680/geot.51.2.141.40290(Journal) (5069699-N)
DOI: 10.1680/geot.2001.51.2.141(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069698
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Mylonakis,51,5,455,2001,Winkler modulus for axially loaded piles
DOI: 10.1680/geot.51.5.455.39972(Journal) (5069698-N)
DOI: 10.1680/geot.2001.51.5.455(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069725
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Callisto,52,9,649,2002,Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay
DOI: 10.1680/geot.52.9.649.38840(Journal) (5069725-N)
DOI: 10.1680/geot.2002.52.9.649(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069724
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Dias,52,1,15,2002,Sols renforcés par Boulonnage—Etude numérique et application au front de taille d'un tunnel profond
DOI: 10.1680/geot.52.1.15.40822(Journal) (5069724-N)
DOI: 10.1680/geot.2002.52.1.15(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069727
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Rowe,52,1,29,2002,Behaviour of reinforced embankments on soft rate-sensitive soils
DOI: 10.1680/geot.52.1.29.40829(Journal) (5069727-N)
DOI: 10.1680/geot.2002.52.1.29(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069726
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: McDowell,51,2,173,2001,Fractal compression of soil
DOI: 10.1680/geot.51.2.173.40287(Journal) (5069726-N)
DOI: 10.1680/geot.2001.51.2.173(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069721
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Bartholomeeusen,52,9,639,2002,Sidere: numerical prediction of large-strain consolidation
DOI: 10.1680/geot.52.9.639.38842(Journal) (5069721-N)
DOI: 10.1680/geot.2002.52.9.639(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069720
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Puzrin,51,2,169,2001,Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach
DOI: 10.1680/geot.51.2.169.40289(Journal) (5069720-N)
DOI: 10.1680/geot.2001.51.2.169(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069723
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Brown,52,1,3,2002,Arminou Dam, Cyprus, and construction joints in diaphragm cut-off walls
DOI: 10.1680/geot.52.1.3.40823(Journal) (5069723-N)
DOI: 10.1680/geot.2002.52.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069722
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Simpson,52,1,1,2002,Editorial
DOI: 10.1680/geot.52.1.1.40824(Journal) (5069722-N)
DOI: 10.1680/geot.2002.52.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069717
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Lings,51,6,555,2001,Drained and undrained anisotropic elastic stiffness parameters
DOI: 10.1680/geot.51.6.555.40463(Journal) (5069717-N)
DOI: 10.1680/geot.2001.51.6.555(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069716
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Yang,51,2,161,2001,Analytical study of saturation effects on seismic vertical amplification of a soil layer
DOI: 10.1680/geot.51.2.161.40295(Journal) (5069716-N)
DOI: 10.1680/geot.2001.51.2.161(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069719
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Mesri,51,2,167,2001,Undrained shear strength of soft clays from push cone penetration test
DOI: 10.1680/geot.51.2.167.40291(Journal) (5069719-N)
DOI: 10.1680/geot.2001.51.2.167(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069718
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Cresswell,51,6,567,2001,Block sampling and test sample preparation of locked sands
DOI: 10.1680/geot.51.6.567.40459(Journal) (5069718-N)
DOI: 10.1680/geot.2001.51.6.567(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069713
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: ,51,8,733,2001,Addendum
DOI: 10.1680/geot.51.8.733.40471(Journal) (5069713-N)
DOI: 10.1680/geot.2001.51.8.733(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069712
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: ,51,8,731,2001,Corrigenda
DOI: 10.1680/geot.51.8.731.40473(Journal) (5069712-N)
DOI: 10.1680/geot.2001.51.8.731(Journal)
==========================================================

Created: 2015-11-23 10:05:44
ConfID: 5069715
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Bowman,51,6,545,2001,Particle shape characterisation using Fourier descriptor analysis
DOI: 10.1680/geot.51.6.545.40465(Journal) (5069715-N)
DOI: 10.1680/geot.2001.51.6.545(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069714
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Jefferies,52,9,625,2002,Dilatancy in general Cambridge-type models
DOI: 10.1680/geot.52.9.625.38838(Journal) (5069714-N)
DOI: 10.1680/geot.2002.52.9.625(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069741
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Asef,52,4,235,2002,The impact of confining stress on the rock mass deformation modulus
DOI: 10.1680/geot.52.4.235.41022(Journal) (5069741-N)
DOI: 10.1680/geot.2002.52.4.235(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069740
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Taiebat,52,1,61,2002,Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
DOI: 10.1680/geot.52.1.61.40828(Journal) (5069740-N)
DOI: 10.1680/geot.2002.52.1.61(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069743
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Powrie,52,2,89,2002,Centrifuge model tests on embedded retaining walls supported by earth berms
DOI: 10.1680/geot.52.2.89.40924(Journal) (5069743-N)
DOI: 10.1680/geot.2002.52.2.89(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069742
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Kumar,52,2,79,2002,Seismic bearing capacity factors for spread foundations
DOI: 10.1680/geot.52.2.79.40929(Journal) (5069742-N)
DOI: 10.1680/geot.2002.52.2.79(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069737
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Cassidy,52,9,687,2002,Vertical bearing capacity factors for conical footings on sand
DOI: 10.1680/geot.52.9.687.38836(Journal) (5069737-N)
DOI: 10.1680/geot.2002.52.9.687(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069736
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Lancellotta,52,8,617,2002,Analytical solution of passive earth pressure
DOI: 10.1680/geot.52.8.617.38831(Journal) (5069736-N)
DOI: 10.1680/geot.2002.52.8.617(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069739
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Prakash,52,9,693,2002,Determination of liquid limit from equilibrium sediment volume
DOI: 10.1680/geot.52.9.693.38844(Journal) (5069739-N)
DOI: 10.1680/geot.2002.52.9.693(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069738
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Shin,52,6,391,2002,A numerical study of the effect of groundwater movement on long-term tunnel behaviour
DOI: 10.1680/geot.52.6.391.38740(Journal) (5069738-N)
DOI: 10.1680/geot.2002.52.6.391(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069733
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Ratnam,52,1,55,2002,Self-boring pressuremeter permeability measurements in Bothkennar clay
DOI: 10.1680/geot.52.1.55.40830(Journal) (5069733-N)
DOI: 10.1680/geot.2002.52.1.55(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069732
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Teachavorasinskun,52,1,51,2002,Stress rate effect on the stiffness of a soft clay from cyclic, compression and extension triaxial tests
DOI: 10.1680/geot.52.1.51.40831(Journal) (5069732-N)
DOI: 10.1680/geot.2002.52.1.51(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069735
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Baú,52,8,605,2002,Basin-scale compressibility of the northern Adriatic by the radioactive marker technique
DOI: 10.1680/geot.52.8.605.38832(Journal) (5069735-N)
DOI: 10.1680/geot.2002.52.8.605(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069734
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Zornberg,52,8,593,2002,Discrete framework for limit equilibrium analysis of fibre-reinforced soil
DOI: 10.1680/geot.52.8.593.38833(Journal) (5069734-N)
DOI: 10.1680/geot.2002.52.8.593(Journal)
==========================================================

Created: 2020-01-06 10:24:00
ConfID: 5569471
CauseID: 1460920572
OtherID: 1359702741
JT: Géotechnique
MD: ,1,1,6,1948,Editorial
DOI: 10.1680/geot.1948.1.1.7(Journal) (5569471-N)
DOI: 10.1680/geot.1948.1.1.6(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069729
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Hashiguchi,52,8,561,2002,Evaluation of typical conventional and unconventional plasticity models for prediction of softening behaviour of soils
DOI: 10.1680/geot.52.8.561.38829(Journal) (5069729-N)
DOI: 10.1680/geot.2002.52.8.561(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069728
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Callisto,52,8,547,2002,Shear strength and small-strain stiffness of a natural clay under general stress conditions
DOI: 10.1680/geot.52.8.547.38830(Journal) (5069728-N)
DOI: 10.1680/geot.2002.52.8.547(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069731
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Gibo,52,9,683,2002,Strength recovery from residual state in reactivated landslides
DOI: 10.1680/geot.52.9.683.38837(Journal) (5069731-N)
DOI: 10.1680/geot.2002.52.9.683(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069730
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Bouchelaghem,52,9,667,2002,Two large-scale injection experiments, and assessment of the advection–dispersion–filtration model
DOI: 10.1680/geot.52.9.667.38843(Journal) (5069730-N)
DOI: 10.1680/geot.2002.52.9.667(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069757
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Springman,53,1,3,2003,Instabilities on moraine slopes induced by loss of suction: a case history
DOI: 10.1680/geot.53.1.3.37260(Journal) (5069757-N)
DOI: 10.1680/geot.2003.53.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069756
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Zdravković,52,6,447,2002,The effect of strength anisotropy on the behaviour of embankments on soft ground
DOI: 10.1680/geot.52.6.447.38738(Journal) (5069756-N)
DOI: 10.1680/geot.2002.52.6.447(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069759
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Horpibulsuk,53,4,439,2003,Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis
DOI: 10.1680/geot.53.4.439.37319(Journal) (5069759-N)
DOI: 10.1680/geot.2003.53.4.439(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069758
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Georgiadis,53,1,11,2003,The influence of partial soil saturation on pile behaviour
DOI: 10.1680/geot.53.1.11.37253(Journal) (5069758-N)
DOI: 10.1680/geot.2003.53.1.11(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069753
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Zhang,52,6,419,2002,Stereological relationship between trace length and size distribution of elliptical discontinuities
DOI: 10.1680/geot.52.6.419.38737(Journal) (5069753-N)
DOI: 10.1680/geot.2002.52.6.419(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069752
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Cooper,52,4,243,2002,Movements in the Piccadilly Line tunnels due to the Heathrow Express construction
DOI: 10.1680/geot.52.4.243.41019(Journal) (5069752-N)
DOI: 10.1680/geot.2002.52.4.243(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069755
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Thomas,53,1,1,2003,Editorial
DOI: 10.1680/geot.53.1.1.37250(Journal) (5069755-N)
DOI: 10.1680/geot.2003.53.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069754
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Powrie,52,6,435,2002,Deformation and failure modes of drystone retaining walls
DOI: 10.1680/geot.52.6.435.38742(Journal) (5069754-N)
DOI: 10.1680/geot.2002.52.6.435(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069749
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: McDowell,53,4,433,2003,A simple non-associated three surface kinematic hardening model
DOI: 10.1680/geot.53.4.433.37321(Journal) (5069749-N)
DOI: 10.1680/geot.2003.53.4.433(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069748
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Yang,53,4,421,2003,The middle surface concept and its application to the elasto-plastic behaviour of saturated sands
DOI: 10.1680/geot.53.4.421.37325(Journal) (5069748-N)
DOI: 10.1680/geot.2003.53.4.421(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069751
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Clayton,52,2,107,2002,The performance of pressure cells for sprayed concrete tunnel linings
DOI: 10.1680/geot.52.2.107.40928(Journal) (5069751-N)
DOI: 10.1680/geot.2002.52.2.107(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069750
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Gardoni,52,6,405,2002,Microstructure and pore characteristics of synthetic filters under confinement
DOI: 10.1680/geot.52.6.405.38743(Journal) (5069750-N)
DOI: 10.1680/geot.2002.52.6.405(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069745
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Zhu,53,4,377,2003,Generalised framework of limit equilibrium methods for slope stability analysis
DOI: 10.1680/geot.53.4.377.37322(Journal) (5069745-N)
DOI: 10.1680/geot.2003.53.4.377(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069744
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Houlsby,53,3,299,2003,Editorial
DOI: 10.1680/geot.53.3.299.37281(Journal) (5069744-N)
DOI: 10.1680/geot.2003.53.3.299(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069747
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Fang,53,4,407,2003,A state-dependent multi-mechanism model for sands
DOI: 10.1680/geot.53.4.407.37320(Journal) (5069747-N)
DOI: 10.1680/geot.2003.53.4.407(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069746
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Polidori,53,4,397,2003,Proposal for a new plasticity chart
DOI: 10.1680/geot.53.4.397.37317(Journal) (5069746-N)
DOI: 10.1680/geot.2003.53.4.397(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069901
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Clayton,54,7,495,2004,The measurement of vertical shear-wave velocity using side-mounted bender elements in the triaxial apparatus
DOI: 10.1680/geot.54.7.495.46748(Journal) (5069901-N)
DOI: 10.1680/geot.2004.54.7.495(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069903
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Tamagnini,54,3,223,2004,An extended Cam-clay model for unsaturated soils with hydraulic hysteresis
DOI: 10.1680/geot.54.3.223.36352(Journal) (5069903-N)
DOI: 10.1680/geot.2004.54.3.223(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069902
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Sivakugan,54,7,499,2004,Settlement predictions in granular soils: a probabilistic approach
DOI: 10.1680/geot.54.7.499.46745(Journal) (5069902-N)
DOI: 10.1680/geot.2004.54.7.499(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069897
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Houy,55,2,163,2005,Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame
DOI: 10.1680/geot.55.2.163.59524(Journal) (5069897-N)
DOI: 10.1680/geot.2005.55.2.163(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069896
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Boardman,54,7,467,2004,The influences of iron (III) and lead (II) contaminants on lime-stabilised clay
DOI: 10.1680/geot.54.7.467.46747(Journal) (5069896-N)
DOI: 10.1680/geot.2004.54.7.467(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069899
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: McDougall,54,7,487,2004,Phase relations for decomposable soils
DOI: 10.1680/geot.54.7.487.46750(Journal) (5069899-N)
DOI: 10.1680/geot.2004.54.7.487(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069893
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Zhang,54,7,453,2004,Soil structure of a highly weathered old alluvium
DOI: 10.1680/geot.54.7.453.46753(Journal) (5069893-N)
DOI: 10.1680/geot.2004.54.7.453(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069892
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Meng,54,3,219,2004,Reduction of equipment-generated damping in the low-frequency range
DOI: 10.1680/geot.54.3.219.36343(Journal) (5069892-N)
DOI: 10.1680/geot.2004.54.3.219(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069895
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Indraratna,55,3,215,2005,A shear strength model for idealised infilled joints under constant normal stiffness
DOI: 10.1680/geot.55.3.215.61524(Journal) (5069895-N)
DOI: 10.1680/geot.2005.55.3.215(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069889
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Zhang,55,2,151,2005,Probabilistic limiting tolerable displacements for serviceability limit state design of foundations
DOI: 10.1680/geot.55.2.151.59527(Journal) (5069889-N)
DOI: 10.1680/geot.2005.55.2.151(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069888
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Alonso,55,4,267,2005,A review of Beliche Dam
DOI: 10.1680/geot.55.4.267.65493(Journal) (5069888-N)
DOI: 10.1680/geot.2005.55.4.267(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069891
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Rammah,54,5,319,2004,Effects of ageing on small-strain stiffness of overconsolidated clays
DOI: 10.1680/geot.54.5.319.46719(Journal) (5069891-N)
DOI: 10.1680/geot.2004.54.5.319(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069890
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Zhang,54,7,441,2004,Index properties of a highly weathered old alluvium
DOI: 10.1680/geot.54.7.441.46746(Journal) (5069890-N)
DOI: 10.1680/geot.2004.54.7.441(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069917
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: ,54,3,233,2004,Géotechnique Reviewers
DOI: 10.1680/geot.54.3.233.36348(Journal) (5069917-N)
DOI: 10.1680/geot.2004.54.3.233(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069916
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: ,55,3,266,2005,Géotechnique Reviewers
DOI: 10.1680/geot.55.3.266.61515(Journal) (5069916-N)
DOI: 10.1680/geot.2005.55.3.266(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069919
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Van Baars,55,4,319,2005,The horizontal failure mechanism of the Wilnis peat dyke
DOI: 10.1680/geot.55.4.319.65491(Journal) (5069919-N)
DOI: 10.1680/geot.2005.55.4.319(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069918
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Foti,53,5,455,2003,Small-strain stiffness and damping ratio of Pisa clay from surface wave tests
DOI: 10.1680/geot.53.5.455.37510(Journal) (5069918-N)
DOI: 10.1680/geot.2003.53.5.455(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069913
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Lobo-Guerrero,55,3,245,2005,Crushing a weak granular material: experimental numerical analyses
DOI: 10.1680/geot.55.3.245.61523(Journal) (5069913-N)
DOI: 10.1680/geot.2005.55.3.245(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069912
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Powrie,55,4,297,2005,Numerical modelling of plane strain tests on sands using a particulate approach
DOI: 10.1680/geot.55.4.297.65492(Journal) (5069912-N)
DOI: 10.1680/geot.2005.55.4.297(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069915
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Yang,55,3,251,2005,Pore pressure coefficient for soil and rock and its relation to compressional wave velocity
DOI: 10.1680/geot.55.3.251.61522(Journal) (5069915-N)
DOI: 10.1680/geot.2005.55.3.251(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069914
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Tarantino,55,4,307,2005,Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay
DOI: 10.1680/geot.55.4.307.65486(Journal) (5069914-N)
DOI: 10.1680/geot.2005.55.4.307(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069909
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Yang,55,3,227,2005,One-dimensional consolidation of lumpy clay with non-linear properties
DOI: 10.1680/geot.55.3.227.61521(Journal) (5069909-N)
DOI: 10.1680/geot.2005.55.3.227(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069908
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Houlsby,55,4,287,2005,Field trials of suction caissons in clay for offshore wind turbine foundations
DOI: 10.1680/geot.55.4.287.65487(Journal) (5069908-N)
DOI: 10.1680/geot.2005.55.4.287(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069911
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Li,55,3,237,2005,Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China
DOI: 10.1680/geot.55.3.237.61516(Journal) (5069911-N)
DOI: 10.1680/geot.2005.55.3.237(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069910
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cassidy,54,2,91,2004,A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
DOI: 10.1680/geot.54.2.91.36339(Journal) (5069910-N)
DOI: 10.1680/geot.2004.54.2.91(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069905
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Soga,54,2,81,2004,Laboratory investigation of multiple grout injections into clay
DOI: 10.1680/geot.54.2.81.36333(Journal) (5069905-N)
DOI: 10.1680/geot.2004.54.2.81(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069904
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Houlsby,54,2,79,2004,Editorial
DOI: 10.1680/geot.54.2.79.36334(Journal) (5069904-N)
DOI: 10.1680/geot.2004.54.2.79(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069907
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Robinson,54,1,29,2004,Three-dimensional swelling of clay lumps
DOI: 10.1680/geot.54.1.29.36322(Journal) (5069907-N)
DOI: 10.1680/geot.2004.54.1.29(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069906
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Teachavorasinskun,54,5,323,2004,A simple correlation for shear wave velocity of soft Bangkok clays
DOI: 10.1680/geot.54.5.323.46728(Journal) (5069906-N)
DOI: 10.1680/geot.2004.54.5.323(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069933
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Zhang,55,2,183,2005,Rainfall-induced slope failure considering variability of soil properties
DOI: 10.1680/geot.55.2.183.59525(Journal) (5069933-N)
DOI: 10.1680/geot.2005.55.2.183(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069932
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Vardoulakis,54,2,117,2004,Fluidisation in artesian flow conditions: Hydromechanically stable granular media
DOI: 10.1680/geot.54.2.117.36342(Journal) (5069932-N)
DOI: 10.1680/geot.2004.54.2.117(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069935
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cheng,54,2,131,2004,Crushing and plastic deformation of soils simulated using DEM
DOI: 10.1680/geot.54.2.131.36336(Journal) (5069935-N)
DOI: 10.1680/geot.2004.54.2.131(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069934
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Indraratna,55,4,325,2005,Effect of confining pressure on the degradation of ballast under cyclic loading
DOI: 10.1680/geot.55.4.325.65490(Journal) (5069934-N)
DOI: 10.1680/geot.2005.55.4.325(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069929
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Schnaid,53,9,797,2003,Cavity expansion in cemented materials: structure degradation effects
DOI: 10.1680/geot.53.9.797.37421(Journal) (5069929-N)
DOI: 10.1680/geot.2003.53.9.797(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069928
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Randolph,53,9,785,2003,Upper bound limit analysis of circular foundations on clay under general loading
DOI: 10.1680/geot.53.9.785.37427(Journal) (5069928-N)
DOI: 10.1680/geot.2003.53.9.785(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069931
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Chung,54,1,61,2004,A study of soil disturbance of Pusan clays with reference to drilling, sampling and extruding
DOI: 10.1680/geot.54.1.61.36321(Journal) (5069931-N)
DOI: 10.1680/geot.2004.54.1.61(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069930
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Zhang,54,1,57,2004,A finite element analysis for the stability of drystone masonry retaining walls
DOI: 10.1680/geot.54.1.57.36323(Journal) (5069930-N)
DOI: 10.1680/geot.2004.54.1.57(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069925
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Sivakumar Babu,54,5,335,2004,Effect of soil variability on reliability of soil slopes
DOI: 10.1680/geot.54.5.335.46725(Journal) (5069925-N)
DOI: 10.1680/geot.2004.54.5.335(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069924
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Teachavorasinskun,54,5,331,2004,Paths of elastic shear modulus of clays
DOI: 10.1680/geot.54.5.331.46726(Journal) (5069924-N)
DOI: 10.1680/geot.2004.54.5.331(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069927
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Li,54,1,41,2004,A constitutive framework for anisotropic sand including non-proportional loading
DOI: 10.1680/geot.54.1.41.36329(Journal) (5069927-N)
DOI: 10.1680/geot.2004.54.1.41(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069926
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: ,54,5,343,2004,British PhD Theses: 2003
DOI: 10.1680/geot.54.5.343.46722(Journal) (5069926-N)
DOI: 10.1680/geot.2004.54.5.343(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069921
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Manassero,53,5,481,2003,Modelling the osmosis effect on solute migration through porous media
DOI: 10.1680/geot.53.5.481.37513(Journal) (5069921-N)
DOI: 10.1680/geot.2003.53.5.481(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069920
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Loukidis,53,5,463,2003,Stability of seismically loaded slopes using limit analysis
DOI: 10.1680/geot.53.5.463.37509(Journal) (5069920-N)
DOI: 10.1680/geot.2003.53.5.463(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069923
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Tordesillas,54,5,327,2004,Insights into 1D localisation theory and micromechanical constitutive laws
DOI: 10.1680/geot.54.5.327.46727(Journal) (5069923-N)
DOI: 10.1680/geot.2004.54.5.327(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069922
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cresswell,54,2,107,2004,Triaxial tests on an unbonded locked sand
DOI: 10.1680/geot.54.2.107.36335(Journal) (5069922-N)
DOI: 10.1680/geot.2004.54.2.107(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069949
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Houlsby,53,5,513,2003,Undrained bearing capacity factors for conical footings on clay
DOI: 10.1680/geot.53.5.513.37507(Journal) (5069949-N)
DOI: 10.1680/geot.2003.53.5.513(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069945
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Meng,53,5,503,2003,Reduction of equipment-generated damping in resonant column measurements
DOI: 10.1680/geot.53.5.503.37511(Journal) (5069945-N)
DOI: 10.1680/geot.2003.53.5.503(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069944
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: ,55,4,342,2005,Errata
DOI: 10.1680/geot.55.4.342.65482(Journal) (5069944-N)
DOI: 10.1680/geot.2005.55.4.342(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069947
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Penman,54,2,156,2004,George Geoffrey Meyerhof
DOI: 10.1680/geot.54.2.156.36337(Journal) (5069947-N)
DOI: 10.1680/geot.2004.54.2.156(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069946
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: ,53,9,844,2003,Erratum
DOI: 10.1680/geot.53.9.844.37423(Journal) (5069946-N)
DOI: 10.1680/geot.2003.53.9.844(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069941
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Horpibulsuk,54,2,151,2004,Compressibility of cement-admixed clays at high water content
DOI: 10.1680/geot.54.2.151.36341(Journal) (5069941-N)
DOI: 10.1680/geot.2004.54.2.151(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069940
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Chai,54,2,143,2004,Land subsidence due to groundwater drawdown in Shanghai
DOI: 10.1680/geot.54.2.143.36332(Journal) (5069940-N)
DOI: 10.1680/geot.2004.54.2.143(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069943
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Pietruszczak,53,9,833,2003,A hypothesis for mitigation of risk of liquefaction
DOI: 10.1680/geot.53.9.833.37428(Journal) (5069943-N)
DOI: 10.1680/geot.2003.53.9.833(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069942
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Atkinson,53,9,831,2003,Suction and strength in heavily compressed carbonate sand
DOI: 10.1680/geot.53.9.831.37420(Journal) (5069942-N)
DOI: 10.1680/geot.2003.53.9.831(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069937
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Rotta,53,5,493,2003,Isotropic yielding in an artificially cemented soil cured under stress
DOI: 10.1680/geot.53.5.493.37508(Journal) (5069937-N)
DOI: 10.1680/geot.2003.53.5.493(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069936
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: O'Kelly,55,4,329,2005,Method to compare water content values determined on the basis of different oven-drying temperatures
DOI: 10.1680/geot.55.4.329.65489(Journal) (5069936-N)
DOI: 10.1680/geot.2005.55.4.329(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069938
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Chiu,53,9,809,2003,A state-dependent elasto-plastic model for saturated and unsaturated soils
DOI: 10.1680/geot.53.9.809.37426(Journal) (5069938-N)
DOI: 10.1680/geot.2003.53.9.809(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069837
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Rocchi,53,8,729,2003,Modelling of natural soft clay destruction processes using viscoplasticity theory
DOI: 10.1680/geot.53.8.729.37393(Journal) (5069837-N)
DOI: 10.1680/geot.2003.53.8.729(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069836
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Oda,54,8,539,2004,Microstructure in shear band observed by microfocus X-ray computed tomography
DOI: 10.1680/geot.54.8.539.52009(Journal) (5069836-N)
DOI: 10.1680/geot.2004.54.8.539(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069838
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Yang,54,8,543,2004,Seismic and static stability analysis for rock slopes by a kinematical approach
DOI: 10.1680/geot.54.8.543.52014(Journal) (5069838-N)
DOI: 10.1680/geot.2004.54.8.543(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069833
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lings,54,4,245,2004,An improved direct shear apparatus for sand
DOI: 10.1680/geot.54.4.245.36353(Journal) (5069833-N)
DOI: 10.1680/geot.2004.54.4.245(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069832
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Thomas,53,2,207,2003,Water infiltration into a large-scale in-situ experiment in an underground research laboratory
DOI: 10.1680/geot.53.2.207.37263(Journal) (5069832-N)
DOI: 10.1680/geot.2003.53.2.207(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069835
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Bourdeau,55,2,95,2005,Non-parametric simulation of geotechnical variability
DOI: 10.1680/geot.55.2.95.59530(Journal) (5069835-N)
DOI: 10.1680/geot.2005.55.2.95(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069834
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: El-Ramly,55,1,77,2005,Probabilistic assessment of stability of a cut slope in residual soil
DOI: 10.1680/geot.55.1.77.58590(Journal) (5069834-N)
DOI: 10.1680/geot.2005.55.1.77(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069829
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Nagaraj,53,7,679,2003,Analysis and assessment of sampling disturbance of soft sensitive clays
DOI: 10.1680/geot.53.7.679.37382(Journal) (5069829-N)
DOI: 10.1680/geot.2003.53.7.679(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069828
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Chan,53,7,673,2003,Determination of the coefficient of consolidation using a least squares method
DOI: 10.1680/geot.53.7.673.37384(Journal) (5069828-N)
DOI: 10.1680/geot.2003.53.7.673(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069831
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Low,55,1,63,2005,Reliability-based design applied to retaining walls
DOI: 10.1680/geot.55.1.63.58585(Journal) (5069831-N)
DOI: 10.1680/geot.2005.55.1.63(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069830
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Fenton,55,1,55,2005,Reliability of traditional retaining wall design
DOI: 10.1680/geot.55.1.55.58588(Journal) (5069830-N)
DOI: 10.1680/geot.2005.55.1.55(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069825
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Potts,53,6,535,2003,Numerical analysis: a virtual dream or practical reality?
DOI: 10.1680/geot.53.6.535.37330(Journal) (5069825-N)
DOI: 10.1680/geot.2003.53.6.535(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069824
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: ,53,6,533,2003,Introduction for the 42nd Rankine Lecture
DOI: 10.1680/geot.53.6.533.37331(Journal) (5069824-N)
DOI: 10.1680/geot.2003.53.6.533(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069827
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Wesley,53,7,669,2003,Residual strength of clays and correlations using Atterberg limits
DOI: 10.1680/geot.53.7.669.37386(Journal) (5069827-N)
DOI: 10.1680/geot.2003.53.7.669(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069826
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Mao,53,8,715,2003,Behaviour of calcareous soils in undrained cyclic simple shear
DOI: 10.1680/geot.53.8.715.37395(Journal) (5069826-N)
DOI: 10.1680/geot.2003.53.8.715(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069853
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Foti,54,8,551,2004,Soil porosity from seismic velocities
DOI: 10.1680/geot.54.8.551.52010(Journal) (5069853-N)
DOI: 10.1680/geot.2004.54.8.551(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069852
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Miyamoto,54,10,617,2004,Progressive solidification of a liquefied sand layer during continued wave loading
DOI: 10.1680/geot.54.10.617.56343(Journal) (5069852-N)
DOI: 10.1680/geot.2004.54.10.617(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069855
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Salgado,54,5,297,2004,Two- and three-dimensional bearing capacity of foundations in clay
DOI: 10.1680/geot.54.5.297.46720(Journal) (5069855-N)
DOI: 10.1680/geot.2004.54.5.297(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069854
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Toker,54,3,179,2004,A new technique for rapid measurement of continuous soil moisture characteristic curves
DOI: 10.1680/geot.54.3.179.36351(Journal) (5069854-N)
DOI: 10.1680/geot.2004.54.3.179(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069849
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lisle,54,4,279,2004,Calculation of the daylight envelope for plane failure of rock slopes
DOI: 10.1680/geot.54.4.279.36360(Journal) (5069849-N)
DOI: 10.1680/geot.2004.54.4.279(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069848
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Sharma,53,2,225,2003,Patterns and mechanisms of migration of light non-aqueous phase liquid in an unsaturated sand
DOI: 10.1680/geot.53.2.225.37269(Journal) (5069848-N)
DOI: 10.1680/geot.2003.53.2.225(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069851
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Houlsby,54,10,615,2004,Editorial
DOI: 10.1680/geot.54.10.615.56345(Journal) (5069851-N)
DOI: 10.1680/geot.2004.54.10.615(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069850
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Caruso,54,4,281,2004,A shearbox for testing unsaturated soils at medium to high degrees of saturation
DOI: 10.1680/geot.54.4.281.36361(Journal) (5069850-N)
DOI: 10.1680/geot.2004.54.4.281(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069845
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Vardoulakis,54,3,165,2004,Fluidisation in artesian flow conditions: Hydromechanically unstable granular media
DOI: 10.1680/geot.54.3.165.36345(Journal) (5069845-N)
DOI: 10.1680/geot.2004.54.3.165(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069844
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Coop,54,3,157,2004,Particle breakage during shearing of a carbonate sand
DOI: 10.1680/geot.54.3.157.36347(Journal) (5069844-N)
DOI: 10.1680/geot.2004.54.3.157(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069847
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Jaksa,55,2,109,2005,Towards reliable and effective site investigations
DOI: 10.1680/geot.55.2.109.59531(Journal) (5069847-N)
DOI: 10.1680/geot.2005.55.2.109(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069846
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Baudet,54,4,269,2004,A constitutive model for structured clays
DOI: 10.1680/geot.54.4.269.36354(Journal) (5069846-N)
DOI: 10.1680/geot.2004.54.4.269(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069841
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lu,54,4,257,2004,A numerical study of cone penetration in clay
DOI: 10.1680/geot.54.4.257.36358(Journal) (5069841-N)
DOI: 10.1680/geot.2004.54.4.257(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069840
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Mata,53,8,747,2003,Permeability of a bentonite–crushed granite rock mixture using different experimental techniques
DOI: 10.1680/geot.53.8.747.37399(Journal) (5069840-N)
DOI: 10.1680/geot.2003.53.8.747(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069843
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Gourvenec,53,6,575,2003,Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay
DOI: 10.1680/geot.53.6.575.37328(Journal) (5069843-N)
DOI: 10.1680/geot.2003.53.6.575(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069842
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Su,53,8,759,2003,The two-dimensional consolidation theory of electro-osmosis
DOI: 10.1680/geot.53.8.759.37398(Journal) (5069842-N)
DOI: 10.1680/geot.2003.53.8.759(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069869
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Li,53,2,273,2003,Effective stress in unsaturated soil: a microstructural analysis
DOI: 10.1680/geot.53.2.273.37273(Journal) (5069869-N)
DOI: 10.1680/geot.2003.53.2.273(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069868
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Gudehus,54,3,187,2004,Evolution of shear bands in sand
DOI: 10.1680/geot.54.3.187.36346(Journal) (5069868-N)
DOI: 10.1680/geot.2004.54.3.187(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069870
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Agus,53,2,279,2003,Assessment of statistical models for indirect determination of permeability functions from soil–water characteristic curves
DOI: 10.1680/geot.53.2.279.37270(Journal) (5069870-N)
DOI: 10.1680/geot.2003.53.2.279(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069865
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Molenkamp,53,2,255,2003,Interactions between two rough spheres, water bridge and water vapour
DOI: 10.1680/geot.53.2.255.37267(Journal) (5069865-N)
DOI: 10.1680/geot.2003.53.2.255(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069864
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Sun,54,5,307,2004,Deformation characteristics of silty clay subjected to triaxial loading, by computerised tomography
DOI: 10.1680/geot.54.5.307.46724(Journal) (5069864-N)
DOI: 10.1680/geot.2004.54.5.307(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069867
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Vaughan,53,2,265,2003,Observations on the behaviour of clay fill containing occluded air bubbles
DOI: 10.1680/geot.53.2.265.37262(Journal) (5069867-N)
DOI: 10.1680/geot.2003.53.2.265(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069866
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Ng,54,10,659,2004,Shear strength of assemblies of ellipsoidal particles
DOI: 10.1680/geot.54.10.659.56347(Journal) (5069866-N)
DOI: 10.1680/geot.2004.54.10.659(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069861
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Ridley,53,2,241,2003,Soil matrix suction: some examples of its measurement and application in geotechnical engineering
DOI: 10.1680/geot.53.2.241.37275(Journal) (5069861-N)
DOI: 10.1680/geot.2003.53.2.241(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069860
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Puzrin,54,10,631,2004,Catastrophic failure of submerged slopes in normally consolidated sediments
DOI: 10.1680/geot.54.10.631.56348(Journal) (5069860-N)
DOI: 10.1680/geot.2004.54.10.631(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069863
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: White,54,10,645,2004,Friction fatigue on displacement piles in sand
DOI: 10.1680/geot.54.10.645.56344(Journal) (5069863-N)
DOI: 10.1680/geot.2004.54.10.645(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069862
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Hicks,55,2,123,2005,Stochastic evaluation of static liquefaction in a predominantly dilative sand fill
DOI: 10.1680/geot.55.2.123.59526(Journal) (5069862-N)
DOI: 10.1680/geot.2005.55.2.123(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069856
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Wu,53,6,587,2003,Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site
DOI: 10.1680/geot.53.6.587.37327(Journal) (5069856-N)
DOI: 10.1680/geot.2003.53.6.587(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069858
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Hansbo,53,6,601,2003,Deviation from Darcy's law observed in one-dimensional consolidation
DOI: 10.1680/geot.53.6.601.37332(Journal) (5069858-N)
DOI: 10.1680/geot.2003.53.6.601(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069885
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Futai,55,3,201,2005,An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil
DOI: 10.1680/geot.55.3.201.61520(Journal) (5069885-N)
DOI: 10.1680/geot.2005.55.3.201(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069884
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Pham,53,2,293,2003,A practical hysteresis model for the soil–water characteristic curve for soils with negligible volume change
DOI: 10.1680/geot.53.2.293.37264(Journal) (5069884-N)
DOI: 10.1680/geot.2003.53.2.293(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069887
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Xia,54,1,17,2004,Delineation of a collapse feature in a noisy environment using a multichannel surface wave technique
DOI: 10.1680/geot.54.1.17.36326(Journal) (5069887-N)
DOI: 10.1680/geot.2004.54.1.17(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069886
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Bhattacharya,54,3,203,2004,An alternative mechanism of pile failure in liquefiable deposits during earthquakes
DOI: 10.1680/geot.54.3.203.36349(Journal) (5069886-N)
DOI: 10.1680/geot.2004.54.3.203(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069881
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Einav,54,5,315,2004,Thermomechanical relations between stress-space and strain-space models
DOI: 10.1680/geot.54.5.315.46721(Journal) (5069881-N)
DOI: 10.1680/geot.2004.54.5.315(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069883
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Oldecop,53,2,289,2003,Suction effects on rockfill compressibility
DOI: 10.1680/geot.53.2.289.37265(Journal) (5069883-N)
DOI: 10.1680/geot.2003.53.2.289(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069877
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Lee,54,1,1,2004,Stress and pore pressure changes due to sand compaction pile installation in soft clay
DOI: 10.1680/geot.54.1.1.36331(Journal) (5069877-N)
DOI: 10.1680/geot.2004.54.1.01(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069876
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: ,54,10,685,2004,Index to Géotechnique Volume LIV
DOI: 10.1680/geot.54.10.685.56340(Journal) (5069876-N)
DOI: 10.1680/geot.2004.54.10.685(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 5069878
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Olivares,53,2,283,2003,Shallow flowslides triggered by intense rainfalls on natural slopes covered by loose unsaturated pyroclastic soils
DOI: 10.1680/geot.53.2.283.37268(Journal) (5069878-N)
DOI: 10.1680/geot.2003.53.2.283(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069873
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Collin,55,2,135,2005,A deterministic/stochastic model to predict the variation in bulk modulus of chalk
DOI: 10.1680/geot.55.2.135.59523(Journal) (5069873-N)
DOI: 10.1680/geot.2005.55.2.135(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069872
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Hoque,54,7,429,2004,Effects of stress ratio on small-strain stiffness during triaxial shearing
DOI: 10.1680/geot.54.7.429.46749(Journal) (5069872-N)
DOI: 10.1680/geot.2004.54.7.429(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069875
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: ,54,10,681,2004,Contents of Géotechnique Volume LIV
DOI: 10.1680/geot.54.10.681.56341(Journal) (5069875-N)
DOI: 10.1680/geot.2004.54.10.681(Journal)
==========================================================

Created: 2015-11-23 10:06:01
ConfID: 5069874
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Yang,54,10,671,2004,Reappraisal of vertical motion effects on soil liquefaction
DOI: 10.1680/geot.54.10.671.56346(Journal) (5069874-N)
DOI: 10.1680/geot.2004.54.10.671(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069964
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Huang,55,5,345,2005,Cone penetration tests under simulated field conditions
DOI: 10.1680/geot.55.5.345.66022(Journal) (5069964-N)
DOI: 10.1680/geot.2005.55.5.345(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069967
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Przewłócki,55,5,363,2005,Review of historical buildings' foundations
DOI: 10.1680/geot.55.5.363.66017(Journal) (5069967-N)
DOI: 10.1680/geot.2005.55.5.363(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069966
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Iai,55,5,355,2005,Generalised scaling relations for dynamic centrifuge tests
DOI: 10.1680/geot.55.5.355.66019(Journal) (5069966-N)
DOI: 10.1680/geot.2005.55.5.355(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069962
CauseID: 1387457519
OtherID: 948837962
JT: Géotechnique
MD: Won,57,4,355,2007,The causes of apparent overconsolidation in the Namak marine deposit, Korea
DOI: 10.1680/geot.2007.57.4.365(Journal) (5069962-N)
DOI: 10.1680/geot.2007.57.4.355(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069957
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: ,53,5,528,2003,British PhD Theses: 2002
DOI: 10.1680/geot.53.5.528.37512(Journal) (5069957-N)
DOI: 10.1680/geot.2003.53.5.528(Journal)
==========================================================

Created: 2015-11-23 10:06:02
ConfID: 5069955
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: ,53,5,527,2003,Géotechnique Reviewers
DOI: 10.1680/geot.53.5.527.37514(Journal) (5069955-N)
DOI: 10.1680/geot.2003.53.5.527(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069979
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: ,55,5,418,2005,British PhD Theses: 2004
DOI: 10.1680/geot.55.5.418.66014(Journal) (5069979-N)
DOI: 10.1680/geot.2005.55.5.418(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069973
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Hird,55,5,393,2005,Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities
DOI: 10.1680/geot.55.5.393.66016(Journal) (5069973-N)
DOI: 10.1680/geot.2005.55.5.393(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069975
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Yang,55,5,409,2005,Rayleigh surface waves in an idealised partially saturated soil
DOI: 10.1680/geot.55.5.409.66018(Journal) (5069975-N)
DOI: 10.1680/geot.2005.55.5.409(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069969
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Houlsby,55,5,383,2005,Elastic moduli of soils dependent on pressure: a hyperelastic formulation
DOI: 10.1680/geot.55.5.383.66021(Journal) (5069969-N)
DOI: 10.1680/geot.2005.55.5.383(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069968
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Collins,55,5,373,2005,The concept of stored plastic work or frozen elastic energy in soil mechanics
DOI: 10.1680/geot.55.5.373.66023(Journal) (5069968-N)
DOI: 10.1680/geot.2005.55.5.373(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069999
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Teachavorasinskun,56,7,511,2006,Local hydraulic resistance of compacted sand—bentonite mixture
DOI: 10.1680/geot.56.7.511(Journal) (5069999-N)
DOI: 10.1680/geot.2006.56.7.511(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5069998
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Rowe,58,6,503,2008,Hydraulic conductivity to Jet-A1 of GCLs after up to 100 freeze–thaw cycles
DOI: 10.1680/geot.2007.00002(Journal) (5069998-N)
DOI: 10.1680/geot.2008.58.6.503(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069993
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Einav,56,7,501,2006,Effect of strain rate on mobilised strength and thickness of curved shear bands
DOI: 10.1680/geot.56.7.501(Journal) (5069993-N)
DOI: 10.1680/geot.2006.56.7.501(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5069992
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Michalowski,58,6,489,2008,Limit analysis with anisotropic fibre-reinforced soil
DOI: 10.1680/geot.2007.00055(Journal) (5069992-N)
DOI: 10.1680/geot.2008.58.6.489(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069994
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Kodikara,56,7,505,2006,Numerical evaluation of side resistance of tapered piles in mudstone
DOI: 10.1680/geot.56.7.505(Journal) (5069994-N)
DOI: 10.1680/geot.2006.56.7.505(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5069989
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Merifield,58,6,461,2008,The ultimate undrained resistance of partially embedded pipelines
DOI: 10.1680/geot.2007.00097(Journal) (5069989-N)
DOI: 10.1680/geot.2008.58.6.461(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069988
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Gasparre,56,7,491,2006,Techniques for performing small-strain probes in the triaxial apparatus
DOI: 10.1680/geot.56.7.491(Journal) (5069988-N)
DOI: 10.1680/geot.2006.56.7.491(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069991
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Fannin,56,7,497,2006,Observations on internal stability of cohesionless soils
DOI: 10.1680/geot.56.7.497(Journal) (5069991-N)
DOI: 10.1680/geot.2006.56.7.497(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5069990
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Tan,58,6,481,2008,Finite element verification of an enhanced limit equilibrium method for slope analysis
DOI: 10.1680/geot.2007.00084(Journal) (5069990-N)
DOI: 10.1680/geot.2008.58.6.481(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069985
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Cui,56,7,455,2006,Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus
DOI: 10.1680/geot.56.7.455(Journal) (5069985-N)
DOI: 10.1680/geot.2006.56.7.455(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069984
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Ferreira,56,7,445,2006,Problems in identifying the effects of structure and critical state in a soil with a transitional behaviour
DOI: 10.1680/geot.56.7.445(Journal) (5069984-N)
DOI: 10.1680/geot.2006.56.7.445(Journal)
==========================================================

Created: 2015-11-23 10:06:07
ConfID: 5069987
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Puzrin,56,7,483,2006,Inverse long-term stability analysis of a constrained landslide
DOI: 10.1680/geot.56.7.483(Journal) (5069987-N)
DOI: 10.1680/geot.2006.56.7.483(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5070001
CauseID: 1387457538
OtherID: 948834136
JT: Géotechnique
MD: Jung,58,7,591,2008,Probabilistic soil identification based on cone penetration tests
DOI: 10.1680/geot.2007.00089(Journal) (5070001-N)
DOI: 10.1680/geot.2008.58.7.591(Journal)
==========================================================

Created: 2015-11-23 10:06:13
ConfID: 5070000
CauseID: 1387457538
OtherID: 948834136
JT: Géotechnique
MD: Klar,58,7,581,2008,Load–displacement solutions for piles and shallow foundations based on deformation fields and energy conservation
DOI: 10.1680/geot.2007.00128(Journal) (5070000-N)
DOI: 10.1680/geot.2008.58.7.581(Journal)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126342
CauseID: 1387457466
JT: Géotechnique
MD: Lee,52,5,325,2002,Numerical modelling of group effects on the distribution of dragloads in pile foundations
DOI: 10.1680/geot.2002.52.5.325(Journal) (126342-N)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126345
CauseID: 1387457466
JT: Géotechnique
MD: McDowell,52,5,349,2002,On the plastic hardening of sand
DOI: 10.1680/geot.2002.52.5.349(Journal) (126345-N)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126347
CauseID: 1387457466
JT: Géotechnique
MD: Ismail,52,5,313,2002,Cementation of porous materials using calcite
DOI: 10.1680/geot.2002.52.5.313(Journal) (126347-N)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126346
CauseID: 1387457466
JT: Géotechnique
MD: Hird,52,5,375,2002,Model study of seepage in smear zones around vertical drains in layered soil: further results
DOI: 10.1680/geot.2002.52.5.375(Journal) (126346-N)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126349
CauseID: 1387457466
JT: Géotechnique
MD: Foti,52,5,359,2002,Porosity of fluid-saturated porous media from measured seismic wave velocities
DOI: 10.1680/geot.2002.52.5.359(Journal) (126349-N)
==========================================================

Created: 2021-12-05 11:01:41
ConfID: 126348
CauseID: 1514480892
JT: Géotechnique
MD: Mántaras,52,5,337,2002,Cylindrical cavity expansion in dilatant cohesive-frictional materials
DOI: 10.1680/geot.2002.52.5.337(Journal) (126348-N)
==========================================================

Created: 2015-11-23 10:05:50
ConfID: 126350
CauseID: 1387457466
JT: Géotechnique
MD: ,52,5,385,2002,PhD Theses: 2001
DOI: 10.1680/geot.2002.52.5.385(Journal) (126350-N)
==========================================================

Created: 2015-11-23 10:22:46
ConfID: 5070258
CauseID: 1387462099
OtherID: 1384890208
JT: Géotechnique
MD: GRIFFITHS,65,10,824,2015,Another look at the stability of slopes with linearly increasing undrained strength
DOI: 10.1680/geot.14.T.030(Journal) (5070258-N)
DOI: 10.1680/jgeot.14.T.030(Journal)