Pages that link to "Item:Q2856248"
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The following pages link to A cap model for partially saturated soils (Q2856248):
Displaying 9 items.
- Historical review of internal state variable theory for inelasticity (Q655207) (← links)
- Hydromechanical behaviour of a compacted swelling soil under very high suctions (Q717633) (← links)
- Asymptotic state behaviour and its modeling for saturated sand (Q1045483) (← links)
- Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media (Q2449940) (← links)
- Extended yield condition of soils with tensile yield strength and rotational hardening (Q2469687) (← links)
- Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
- On the capillary stress tensor in wet granular materials (Q2854657) (← links)
- Saturated and unsaturated behaviour modelling of Meuse–Haute/Marne argillite (Q3445923) (← links)
- Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment and modelling (Q4790522) (← links)