72 Masad, E, Muhunthan, B Three-dimensional charcterization and simulation of anisotropic soil fabric
73 Carrier, WD, III Compressibility of a compacted sand
74 Vaid, YP, Sivathayalan, S Fundamental factors affecting liquefaction susceptibility of sands
75 Anandarajah, A On influence of fabric anisotropy on the stress-strain behavior of clays
76 Anandarajah, A Numerical simulation of one-dimensional behaviour of a kaolinite
77 Liu, MD, Carter, JP Modelling the destructuring of soils during virgin compression
78 Cotecchia, F, Chandler, RJ General framework for the mechanical behaviour of clays
79 Wheeler, SJ, Sivakumar, V Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: Shearing and constitutive modelling
80 Sivakumar, V, Wheeler, SJ Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression
81 Kavvadas, M, Amorosi, A Constitutive model for structured soils
82 Malandraki, V, Toll, D Drained probing triaxial tests on a weakly bonded artificial soil
83 Rouainia, M, Wood, DM Kinematic hardening constitutive model for natural clays with loss of structure
84 Thornton, C Numerical simulations of deviatoric shear deformation of granular media
85 Consoli, NC, Rotta, GV, Prietto, PDM Influence of curing under stress on the triaxial response of cemented soils
86 Shibuya, S Assessing structure of aged natural sedimentary clays
87 Carrubba, P Stress relief disturbance and residual pore pressure in coheisve soils
88 Jang, DJ, Frost, JD, Park, JY Preparation of epoxy impregnated sand coupons for image analysis
89 Shang, JQ, Rowe, RK, Umana, JA, Scholte, JW Complex permittivity measurement system for undisturbed/compacted soils
90 Sridharan, A, Prakash, K Mechanisms controlling the undrained shear strength behaviour of clays
91 Konrad, JM Frost susceptibility related to soil index properties
92 Vanapalli, SK, Fredlund, DG, Pufahl, DE Influence of soil structure and stress history on the soil-water characteristics of a compacted till
93 Cuccovillo, T, Coop, MR On the micromechanics of structured sands
94 Liu, MD, Carter, JP Virgin compression of structured soils
95 Kurukulasuriya, LC, Oda, M, Kazama, H Anisotropy of undrained shear strength of an over-consolidated soil by triaxial and plane strain tests
96 Thevnayagam, S, Nesarajah, S Fractal model for flow through saturated soils
97 Nagendra Prasad, K, Srinivasa Murthy, BR, Vatsala, A, Sitharam, TG Yielding of sensitive clays: micromechanical considerations
98 Chandler, RJ, Willis, MR, Hamilton, PS, Androu, I Tectonic shear zones in the London Clay Formation
99 Nagaraj, TS, Pandian, NS, Narasimha Raju, PSR Compressibility behaviour of soft cemented soils
100 Barton, ME, Cooper, MR Major joint trends in the Gault Clay at Selborne
101 Sitharam, TG, Nimbkar, MS Numerical modelling of the micromechanical behavior of granular media by discrete element method
102 Cuccovillo, T, Coop, MR Yielding and pre-failure deformation of structured sands
103 Kohata, Y, Tatsuoka, F, Wang, L, Jiang, GL, Hoque, E, Kodaka, T Modelling the non-linear deformation properties of stiff geomaterials
104 Boer, R, de, Didwania, AK Effect of uplift in liquid-saturated porous solids - Karl-Terzaghi's contributions and recent findings
105 Leroueil, S, Fuerriero, G, Picarelli, L, Saihi, F Large deformation shear strength of two types of structured soils
106 Zlatovic, S, Ishihara, K Normalized behavior of very loose non-plastic soils: effect of fabric
107 Mirghasemi, AA, Rothenburg, L, Matyas, EL Numerical simulations of assemblies of two-dimensional polygon-shaped particles and effects of confining pressure on shear strength
108 Hueckel, T, Kaczmarek, M, Caramuscio, P Theoretical assessment of fabric and permeability changes in clays affected by organic contaminants