An energy-based isotropic compression relation for cement-admixed soft clayXIAO, H.-W; LEE, F.-H.Geotechnique. 2014, Vol 64, Num 5, pp 412-418, issn 0016-8505, 7 p.Article

Characterisation of the effects of time on the shaft friction of displacement piles in sandLIM, J. K; LEHANE, B. M.Geotechnique. 2014, Vol 64, Num 6, pp 476-485, issn 0016-8505, 10 p.Article

Clay hypoplasticity model including stiffness anisotropyMASIN, D.Geotechnique. 2014, Vol 64, Num 3, pp 232-238, issn 0016-8505, 7 p.Article

Inclinodeformeter pressure measurements in creeping landslides: analytical solutions and field applicationsSCHWAGER, M. V; PUZRIN, A. M.Geotechnique. 2014, Vol 64, Num 6, pp 447-462, issn 0016-8505, 16 p.Article

Particle size effects in granular soils under true triaxial conditionsXIAO, Y; LIU, H; CHEN, Y et al.Geotechnique. 2014, Vol 64, Num 8, pp 667-672, issn 0016-8505, 6 p.Article

Resistance of MgO-GGBS and CS-GGBS stabilised marine soft clays to sodium sulfate attackYI, Y; LI, C; LIU, S et al.Geotechnique. 2014, Vol 64, Num 8, pp 673-679, issn 0016-8505, 7 p.Article

Revisiting Nigawa landslide of the 1995 Kobe earthquakeLING, H; LING, H. I; KAWABATA, T et al.Geotechnique. 2014, Vol 64, Num 5, pp 400-404, issn 0016-8505, 5 p.Article

Rotational hardening with and without anisotropic fabric at critical stateDAFALIAS, Y. F; TAIEBAT, M.Geotechnique. 2014, Vol 64, Num 6, pp 507-511, issn 0016-8505, 5 p.Article

Soil-structure interaction analysis on anisotropic stratified mediumLIN, G; HAN, Z; LI, J et al.Geotechnique. 2014, Vol 64, Num 7, pp 570-580, issn 0016-8505, 11 p.Article

Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil―foundation interfaceKOURKOULIS, R. S; LEKKAKIS, P. C; GELAGOTI, F. M et al.Geotechnique. 2014, Vol 64, Num 3, pp 171-185, issn 0016-8505, 15 p.Article

Cross-anisotropic deformation characteristics of natural sedimentary claysNISHIMURA, S.Geotechnique. 2014, Vol 64, Num 12, pp 981-996, issn 0016-8505, 16 p.Article

Dissolution of randomly distributed soluble grains: post-dissolution k₀-loading and shearCHA, M; SANTAMARINA, J. C.Geotechnique. 2014, Vol 64, Num 10, pp 828-836, issn 0016-8505, 9 p.Article

New insights into the 1963 Vajont slide using 2D and 3D distinct-element method analysesBOON, C. W; HOULSBY, G. T; UTILI, S et al.Geotechnique. 2014, Vol 64, Num 10, pp 800-816, issn 0016-8505, 17 p.Article

Serviceability limit state design of deep foundationsNAGHIBI, F; FENTON, G. A; GRIFFITHS, D. V et al.Geotechnique. 2014, Vol 64, Num 10, pp 787-799, issn 0016-8505, 13 p.Article

A three-dimensional hysteretic soil-water retention curveTSIAMPOUSI, A; ZDRAVKOVIC, L; POTTS, D. M et al.Geotechnique. 2013, Vol 63, Num 2, pp 155-164, issn 0016-8505, 10 p.Article

An experimental and constitutive investigation on the chemo-mechanical behaviour of a clayWITTEVEEN, P; FERRARI, A; LALOUI, L et al.Geotechnique. 2013, Vol 63, Num 3, pp 244-255, issn 0016-8505, 12 p.Article

Behaviour of clay-fouled ballast under drained triaxial testingINDRARATNA, B; TENNAKOON, N; NIMBALKAR, S et al.Geotechnique. 2013, Vol 63, Num 5, pp 410-419, issn 0016-8505, 10 p.Article

Breakage and ultimate states for a carbonate sandMIAO, G; AIREY, D.Geotechnique. 2013, Vol 63, Num 14, pp 1221-1229, issn 0016-8505, 9 p.Article

Effect of confining pressure and frequency on the deformation of ballastTHAKUR, P. K; VINOD, J. S; INDRARATNA, B et al.Geotechnique. 2013, Vol 63, Num 9, pp 786-790, issn 0016-8505, 5 p.Article

Effects of dispersing foams and polymers on the mechanical behaviour of clay pastesZUMSTEG, R; PLÖTZE, M; PUZRIN, A. M et al.Geotechnique. 2013, Vol 63, Num 11, pp 920-933, issn 0016-8505, 14 p.Article

Experimental analysis of earth pressure against rigid retaining walls under translation modeKHOSRAVI, M. H; PIPATPONGSA, T; TAKEMURA, J et al.Geotechnique. 2013, Vol 63, Num 12, pp 1020-1028, issn 0016-8505, 9 p.Article

Heave of a railway bridge: modelling gypsum crystal growthRAMON, A; ALONSO, E. E.Geotechnique. 2013, Vol 63, Num 9, pp 720-732, issn 0016-8505, 13 p.Article

Identification of rotational failure mechanisms in cohesive media using discontinuity layout optimisationSMITH, C. C; GILBERT, M.Geotechnique. 2013, Vol 63, Num 14, pp 1194-1208, issn 0016-8505, 15 p.Article

Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compoundsGAJO, A; MADASCHI, A; GIRARDI, F et al.Geotechnique. 2013, Vol 63, Num 11, pp 977-982, issn 0016-8505, 6 p.Article

Investigation by limit analysis on the stability of slopes with cracksUTILI, S.Geotechnique. 2013, Vol 63, Num 2, pp 140-154, issn 0016-8505, 15 p.Article