Pages that link to "Item:Q1614468"
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The following pages link to On the analytical solutions for the three-invariant Cam clay model (Q1614468):
Displaying 7 items.
- Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics (Q422685) (← links)
- Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials (Q2384499) (← links)
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media (Q2573205) (← links)
- Axisymmetric bifurcation analysis in soils by the tangential-subloading surface model (Q2573283) (← links)
- Application of the exact constitutive relationship of modified Cam clay to the undrained expansion of a spherical cavity (Q2855245) (← links)
- Numerical investigation on the failure criterion of normally consolidated clays (Q4933137) (← links)
- Analytical solutions for a three-invariant Cam clay model subjected to drained loading histories (Q5435722) (← links)