A constitutive model for unsaturated soils using capillary effective stress and capillary degree of saturation as two constitutive variables
A constitutive model for unsaturated soils using capillary effective stress and capillary degree of saturation as two constitutive variables
A. N. Zhou; S. S. Wu; Jinhui Li
7th International Conference on Unsaturated Soils 2018 (Hong Kong)
Modelling
Constitutive Modeling / Soil Behavior
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