Pages that link to "Item:Q4952174"
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The following pages link to Limit state analysis of earthen slopes using dual continuum/FEM approaches (Q4952174):
Displaying 11 items.
- Dynamics of inelastic deformation of porous rocks and formation of localized compaction zones studied by numerical modeling (Q361531) (← links)
- Finite element reliability analysis of slope stability (Q1045620) (← links)
- A fully implicit and consistent finite element framework for modeling reservoir compaction with large deformation and nonlinear flow model. I: Theory and formulation (Q1710351) (← links)
- A temperature-driven strength reduction method for slope stability analysis (Q1939859) (← links)
- Investigation of the excavation of stony soil slopes using the virtual element method (Q2209408) (← links)
- Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis (Q2290868) (← links)
- Three-dimensional models for analysing deformations of slopes (Q2709247) (← links)
- Stability analysis of slopes with general nonlinear failure criterion (Q3733897) (← links)
- Analytical method for analysis of slope stability (Q4248787) (← links)
- (Q4528428) (← links)
- ANALYTICAL MODEL OF PROGRESSIVE SLOPE FAILURE IN WASTE CONTAINMENT SYSTEMS (Q5689613) (← links)