Pages that link to "Item:Q3733897"
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The following pages link to Stability analysis of slopes with general nonlinear failure criterion (Q3733897):
Displaying 23 items.
- Seismic passive pressures of Earth structures by nonlinear optimization (Q363670) (← links)
- Element integration method for upper bound limit analysis (Q366593) (← links)
- The use of QP-free algorithm in the limit analysis of slope stability (Q544226) (← links)
- Failure in accretionary wedges with the maximum strength theorem: numerical algorithm and 2D validation (Q601261) (← links)
- Large deformation failure analysis of the soil slope based on the material point method (Q723100) (← links)
- Simplified method of stability evaluation for strain-softening slopes (Q987023) (← links)
- Finite element reliability analysis of slope stability (Q1045620) (← links)
- Sufficient conditions for existence of physically significant solutions in limiting equilibrium slope stability analysis. (Q1422980) (← links)
- Dynamic and static combination analysis method of slope stability analysis during earthquake (Q1718687) (← links)
- Sensitivity analysis of factors affecting time-dependent slope stability under freeze-thaw cycles (Q1721375) (← links)
- Rigorous solution of slopes' stability considering hydrostatic pressure (Q1785175) (← links)
- Stability analysis of jointed rock slope (Q1976690) (← links)
- Improved Bell's method for the stability analysis of slopes (Q2854678) (← links)
- Stability analysis of rock slopes with a modified Hoek–Brown failure criterion (Q3044619) (← links)
- Slope stability analysis based on elasto-plastic finite element method (Q3425354) (← links)
- (Q4216046) (← links)
- Analytical method for analysis of slope stability (Q4248787) (← links)
- The influence of a non-associated flow rule on the calculation of the factor of safety of soil slopes (Q4331316) (← links)
- On the boundary conditions in slope stability analysis (Q4463007) (← links)
- Analysis of single rock blocks for general failure modes under conservative and non-conservative forces (Q4933177) (← links)
- Limit state analysis of earthen slopes using dual continuum/FEM approaches (Q4952174) (← links)
- ANALYTICAL MODEL OF PROGRESSIVE SLOPE FAILURE IN WASTE CONTAINMENT SYSTEMS (Q5689613) (← links)
- A new approach for incorporating Hoek-Brown failure criterion in kinematic approach -- case of a rock slope (Q6492934) (← links)