Pages that link to "Item:Q1261514"
From MaRDI portal
The following pages link to Consolidation theory of unsaturated soil based on the theory of mixture. I (Q1261514):
Displaying 9 items.
- Derivation of the work expression and discussion on the effective principle and the phase separation theorem in unsaturated soil (Q954334) (← links)
- Analytical solution to one-dimensional consolidation in unsaturated soils (Q1030308) (← links)
- Consolidation theory derived without invoking porosity (Q1282610) (← links)
- Consolidation theory of unsaturated soil based on the theory of mixture. II (Q1308676) (← links)
- An axiomatics of geomechanics (Q1346008) (← links)
- The effective stress principle. (Q1410138) (← links)
- Constitutive relation of unsaturated soil by use of the mixture theory. I: Nonlinear constitutive equations and field equations (Q1418292) (← links)
- Constitutive relation of unsaturated soil by use of the mixture theory. II: Linear constitutive equations and field equations (Q1418293) (← links)
- Work and energy equations and the principle of generalized effective stress for unsaturated soils (Q2854886) (← links)