Pages that link to "Item:Q2854834"
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The following pages link to Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (Q2854834):
Displaying 6 items.
- Coupled effects of capillary suction and fabric on the strength of moist granular materials (Q404630) (← links)
- Derivation of the work expression and discussion on the effective principle and the phase separation theorem in unsaturated soil (Q954334) (← links)
- Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils (Q1985489) (← links)
- Work and energy equations and the principle of generalized effective stress for unsaturated soils (Q2854886) (← links)
- (Q4239890) (← links)
- Thermodynamically consistent effective stress formulation for unsaturated soils across a wide range of soil saturation (Q6558960) (← links)
