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Insights into 1D localisation theory and micromechanical constitutive lawsTORDESILLAS, A; PETERS, J. F; GARDINER, B. S et al.Geotechnique. 2004, Vol 54, Num 5, pp 327-330, issn 0016-8505, 4 p.Article

Microstructure in shear band observed by microfocus X-ray computed tomographyODA, M; TAKEMURA, T; TAKAHASHI, M et al.Geotechnique. 2004, Vol 54, Num 8, pp 539-542, issn 0016-8505, 4 p.Article

Manufacture of samples of overconsolidated clay by laboratory sedimentationSTALLEBRASS, S. E; ATKINSON, J. H; MASIN, D et al.Geotechnique. 2007, Vol 57, Num 2, pp 249-253, issn 0016-8505, 5 p.Article

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

Hydraulic conductivity and compressibility of mixtures of Nagoya clay with sand or bentoniteWATABE, Y; YAMADA, K; SAITOH, K et al.Geotechnique. 2011, Vol 61, Num 3, pp 211-219, issn 0016-8505, 9 p.Article

Undrained anisotropy and rotational shear in granular soilYANG, Z. X; LI, X. S; YANG, J et al.Geotechnique. 2007, Vol 57, Num 4, pp 371-384, issn 0016-8505, 14 p.Article

The influence of structure on the behaviour of london clayGASPARRE, A; NISHIMURA, S; COOP, M. R et al.Geotechnique. 2007, Vol 57, Num 1, pp 19-31, issn 0016-8505, 13 p.Article

The mechanics of an italian silt : an example of 'transitional' behaviourNOCILLA, A; COOP, M. R; COLLESELLI, F et al.Geotechnique. 2006, Vol 56, Num 4, pp 261-271, issn 0016-8505, 11 p.Article

Small-strain behaviour of cemented soilsTRHLIKOVA, J; MASIN, D; BOHAC, J et al.Geotechnique. 2012, Vol 62, Num 10, pp 943-947, issn 0016-8505, 5 p.Article

Effective stress in unsaturated soil : a microstructural analysisLI, X. S.Geotechnique. 2003, Vol 53, Num 2, pp 273-277, issn 0016-8505, 5 p.Article

Quantifying the evolution of soil fabric during shearing using directional parametersFONSECA, J; O'SULLIVAN, C; COOP, M. R et al.Geotechnique. 2013, Vol 63, Num 6, pp 487-499, issn 0016-8505, 13 p.Article

Modelling mechanical consequences of erosionMUIR WOOD, D; MAEDA, K; NUKUDANI, E et al.Geotechnique. 2010, Vol 60, Num 6, pp 447-457, issn 0016-8505, 11 p.Article

An experimental investigation into the mechanical behaviour of a structured stiff clayAMOROSI, A; RAMPELLO, S.Geotechnique. 2007, Vol 57, Num 2, pp 153-166, issn 0016-8505, 14 p.Article

Unique critical state characteristics in granular media considering fabric anisotropyZHAO, J; GUO, N.Geotechnique. 2013, Vol 63, Num 8, pp 695-704, issn 0016-8505, 10 p.Article

A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distributionHU, R; CHEN, Y.-F; LIU, H.-H et al.Geotechnique. 2013, Vol 63, Num 16, pp 1389-1405, issn 0016-8505, 17 p.Article

The effects of hydrate cement on the stiffness of some sandsCLAYTON, C. R. I; PRIEST, J. A; REES, E. V. L et al.Geotechnique. 2010, Vol 60, Num 6, pp 435-445, issn 0016-8505, 11 p.Article

A graphical method for producing yield surfaces for soilsCHANDLER, H. W; SANDS, C. M.Geotechnique. 2009, Vol 59, Num 8, pp 683-690, issn 0016-8505, 8 p.Article

On the evolution of stress and microstructure during general 3D deviatoric straining of granular mediaTHORNTON, C; ZHANG, L.Geotechnique. 2010, Vol 60, Num 5, pp 333-341, issn 0016-8505, 9 p.Article

Influence of structure on the time-dependent behaviour of a stiff sedimentary claySORENSEN, K. K; BAUDET, B. A; SIMPSON, B et al.Geotechnique. 2007, Vol 57, Num 1, pp 113-124, issn 0016-8505, 12 p.Article

Problems in identifying the effects of structure and critical state in a soil with a transitional behaviourFERREIRA, P. M. V; BICA, A. V. D.Geotechnique. 2006, Vol 56, Num 7, pp 445-454, issn 0016-8505, 10 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

Volumetric consequences of particle loss by grading entropyMCDOUGALL, J. R; IMRE, E; BARRETO, D et al.Geotechnique. 2013, Vol 63, Num 3, pp 262-266, issn 0016-8505, 5 p.Article

Compaction behaviour of clayTARANTINO, A; DE COL, E.Geotechnique. 2008, Vol 58, Num 3, pp 199-213, issn 0016-8505, 15 p.Article

Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tillsWATABE, Y; LEBIHAN, J.-P; LEROUEIL, S et al.Geotechnique. 2006, Vol 56, Num 4, pp 273-284, issn 0016-8505, 12 p.Article