Changes in permeability of sand during triaxial loading: effect of fine particles production Sadok FeiaJean SulemXavier Clain Research Paper 27 August 2014 Pages: 1 - 19
Capillary rise method for the measurement of the contact angle of soils Zhen LiuXiong YuLin Wan Research Paper 10 October 2014 Pages: 21 - 35
Shear strength of a compacted scaly clay in variable saturation conditions Marco RosoneCamillo Airò FarullaAlessio Ferrari Research Paper 25 March 2015 Pages: 37 - 50
Effects of water and fines contents on the resilient modulus of the interlayer soil of railway substructure Trong Vinh DuongYu-Jun CuiAlain Robinet Research Paper 17 January 2015 Pages: 51 - 59
Experimental study on variability in mechanical properties of a frozen sand as determined in triaxial compression tests Ling MaJilin QiXiaoliang Yao Research Paper 23 May 2015 Pages: 61 - 70
Centrifuge modeling of seismic response of normally consolidated deep silt deposit Jin-Tae HanTaesik KimWanjei Cho Research Paper 13 November 2014 Pages: 71 - 81
Experimental evaluation of the performance of earth levees deteriorated by wildlife activities Gholamreza SaghaeeAhmad A. MousaMohamed A. Meguid Research Paper 17 February 2015 Pages: 83 - 93
Constitutive modelling of the elastic–plastic, viscoplastic and damage behaviour of hard porous rocks within the unified theory of inelastic flow Dragan Grgic Research Paper 10 October 2014 Pages: 95 - 126
Numerical simulation of elasto-plastic electro-osmosis consolidation at large strain Jiao YuanMichael A. Hicks Research Paper Open access 08 February 2015 Pages: 127 - 143
Numerical analysis of canister movements in an engineered barrier system Fabrice DuprayLyesse Laloui Research Paper 12 October 2014 Pages: 145 - 159
Advanced numerical modeling of seismic response of a propped r.c. diaphragm wall Chiara MirianoElisabetta CattoniClaudio Tamagnini Research Paper 12 March 2015 Pages: 161 - 175
Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition Pio-Go HsiehChang-Yu Ou Research Paper 09 January 2015 Pages: 177 - 189
Effect of coupling excess pore pressure and deformation on nonlinear seismic soil response Silvana Montoya-NogueraFernando Lopez-Caballero Research Paper 30 September 2014 Pages: 191 - 207
Shearing characteristics of SCP-inserted clay specimens in triaxial compression test Yoon-Sik ChooWanjei ChoChoong-Ki Chung Research Paper 03 March 2015 Pages: 209 - 219
Comparison of the characteristics of rock salt exposed to loading and unloading of confining pressures Jie ChenDeyi JiangChunhe Yang Research Paper 03 March 2015 Pages: 221 - 230