A density‐dependent elastoplastic hydro‐mechanical model for unsaturated compacted soils

By D. Sun, D. Sheng, H. Cui, Scott W. Sloan. 2007

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Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (2010, background): “[28, 31, 29] presented results of isotropic compression and wetting tests on statically compacted Pearl clay, which is a moderate plasticity soil with very little expansive clay minerals, containing quartz, pyrophyllite and kaolinite in the order of dominance.”
Shear Strength Criteria for Unsaturated Soils (2011, background): “Tarantino and Tombolato (2005) and Tarantino (2007) suggested that the ultimate shear strength of an unsaturated soil could be modelled in terms of the Bishop effective stress provided the degree of saturation considered only the macro pores, SrM.”