The following pages link to (Q4239890):
Displaying 9 items.
- Revisiting total, matric, and osmotic suction in partially saturated geomaterials (Q422317) (← links)
- Derivation of the work expression and discussion on the effective principle and the phase separation theorem in unsaturated soil (Q954334) (← links)
- Consolidation theory of unsaturated soil based on the theory of mixture. I (Q1261514) (← links)
- The effective stress principle. (Q1410138) (← links)
- Finite element method and constitutive modelling and computation for unsaturated soils (Q1971342) (← links)
- Hydrodynamic derivation of the work input to fully and partially saturated soils (Q2201295) (← links)
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (Q2854834) (← links)
- Work and energy equations and the principle of generalized effective stress for unsaturated soils (Q2854886) (← links)
- Effective stress concept in unsaturated soils: clarification and validation of a unified framework (Q2856237) (← links)