Modelling Soil Behaviour
Multiphase (i.e., consist of solids, liquids and gases),
Granular (i.e., build of particles of different sizes and shapes),
Non-homogeneous (i.e., their mechanical properties vary in space),
Anisotropic (their mechanical properties vary with loading direction).
KeywordsPore Water Pressure Triaxial Test Stress Path Versus Versus Versus Versus Triaxial Compression Test
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