Bayesian identification of soil strata in London clayWANG, Y; HUANG, K; CAO, Z et al.Geotechnique. 2014, Vol 64, Num 3, pp 239-246, issn 0016-8505, 8 p.Article

Centrifuge modelling of active slide-pipeline loading in soft claySAHDI, F; GAUDIN, C; WHITE, D. J et al.Geotechnique. 2014, Vol 64, Num 1, pp 16-27, issn 0016-8505, 12 p.Article

Cyclic behaviour of an unsaturated silt at various suctions and temperaturesNG, C. W. W; ZHOU, C.Geotechnique. 2014, Vol 64, Num 9, pp 709-720, issn 0016-8505, 12 p.Article

Dynamic stiffness of pile in a layered elastic continuumSHADLOU, M; BHATTACHARYA, S.Geotechnique. 2014, Vol 64, Num 4, pp 303-319, issn 0016-8505, 17 p.Article

Environmental degradation of claystonesPINEDA, J. A; ALONSO, E. E; ROMERO, E et al.Geotechnique. 2014, Vol 64, Num 1, pp 64-82, issn 0016-8505, 19 p.Article

Evaluation of porosity and degree of saturation from seismic and electrical dataCOSENTINI, R. M; FOTI, S.Geotechnique. 2014, Vol 64, Num 4, pp 278-286, issn 0016-8505, 9 p.Article

Relationship between water pressure and inflow rate in underwater tunnels and buried pipesJOO, E. J; SHIN, J. H.Geotechnique. 2014, Vol 64, Num 3, pp 226-231, issn 0016-8505, 6 p.Article

Validation of a spatial-temporal soil water movement and plant water uptake modelHEPPELL, J; PAYVANDI, S; ZYGALAKIS, K. C et al.Geotechnique. 2014, Vol 64, Num 7, pp 526-539, issn 0016-8505, 14 p.Article

Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cyclesSEIPHOORI, A; FERRARI, A; LALOUR, L et al.Geotechnique. 2014, Vol 64, Num 9, pp 721-734, issn 0016-8505, 14 p.Article

A preliminary study on hydraulic resistance of bentonite/host-rock seal interfaceCHEN, Y.-G; CUI, Y.-J; TANG, A. M et al.Geotechnique. 2014, Vol 64, Num 12, pp 997-1002, issn 0016-8505, 6 p.Article

Finite-element analysis of a piled embankment with reinforcement compared with BS 8006 predictionsZHUANG, Y; ELLIS, E.Geotechnique. 2014, Vol 64, Num 11, pp 910-917, issn 0016-8505, 8 p.Article

Modelling the static liquefaction of sand with low-plasticity finesRAHMAN, M. M; LO, S.-C. R; DAFALIAS, Y. F et al.Geotechnique. 2014, Vol 64, Num 11, pp 881-894, issn 0016-8505, 14 p.Article

A constitutive model for compacted expansive and bonded marlsCARDOSO, R; ALONSO, E. E; MARANHA DAS NEVES, E et al.Geotechnique. 2013, Vol 63, Num 13, pp 1116-1130, issn 0016-8505, 15 p.Article

A long-term field study for the investigation of rainfall-induced landslidesSPRINGMAN, S. M; THIELEN, A; KIENZLER, P et al.Geotechnique. 2013, Vol 63, Num 14, pp 1177-1193, issn 0016-8505, 17 p.Article

An extended Mohr―Coulomb (EMC) model for predicting the settlement of shallow foundations on sandDOHERTY, J. P; WOOD, D. Muir.Geotechnique. 2013, Vol 63, Num 8, pp 661-673, issn 0016-8505, 13 p.Article

Axial load transfer in liquefiable soils for free-standing pilesSTRINGER, M. E; MADABHUSHI, S. P. G.Geotechnique. 2013, Vol 63, Num 5, pp 400-409, issn 0016-8505, 10 p.Article

Effect of anisotropy in ground movements caused by tunnellingZYMNIS, D. M; CHATZIGIANNELIS, I; WHITTLE, A. J et al.Geotechnique. 2013, Vol 63, Num 13, pp 1083-1102, issn 0016-8505, 20 p.Article

Effect of initial water content on undrained shear behaviour of reconstituted claysHONG, Z.-S; BIAN, X; CUI, Y.-J et al.Geotechnique. 2013, Vol 63, Num 6, pp 441-450, issn 0016-8505, 10 p.Article

Exact drained solution for cylindrical cavity expansion in modified Cam Clay soilCHEN, S. L; ABOUSLEIMAN, Y. N.Geotechnique. 2013, Vol 63, Num 6, pp 510-517, issn 0016-8505, 8 p.Article

Experimental and numerical investigation of diffuse instability in granular materials using a microstructural model under various loading pathsDAOUADJI, A; HICHER, P.-Y; JRAD, M et al.Geotechnique. 2013, Vol 63, Num 5, pp 368-381, issn 0016-8505, 14 p.Article

Extreme expansive phenomena in anhydritic-gypsiferous claystone: the case of Lilla tunnelALONSO, E. E; BERDUGO, I. R; RAMON, A et al.Geotechnique. 2013, Vol 63, Num 7, pp 584-612, issn 0016-8505, 29 p.Article

Micro-level investigation of the in situ shear vane failure geometry in sensitive clayGYLLAND, A. S; JOSTAD, H. P; NORDAL, S et al.Geotechnique. 2013, Vol 63, Num 14, pp 1264-1270, issn 0016-8505, 7 p.Article

Mitigation of liquefaction of saturated sand using biogasHE, J; CHU, J; IVANOV, V et al.Geotechnique. 2013, Vol 63, Num 4, pp 267-275, issn 0016-8505, 9 p.Article

Penetration of dynamically installed anchors in clayO'LOUGHLIN, C. D; RICHARDSON, M. D; RANDOLPH, M. F et al.Geotechnique. 2013, Vol 63, Num 11, pp 909-919, issn 0016-8505, 11 p.Article

Quantifying stress-induced anisotropy using inter-void constrictionsSHIRE, T; O'SULLIVAN, C; BARRETO, D et al.Geotechnique. 2013, Vol 63, Num 1, pp 85-91, issn 0016-8505, 7 p.Article