Pages that link to "Item:Q1422980"
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The following pages link to Sufficient conditions for existence of physically significant solutions in limiting equilibrium slope stability analysis. (Q1422980):
Displaying 16 items.
- Failure in accretionary wedges with the maximum strength theorem: numerical algorithm and 2D validation (Q601261) (← links)
- Stability of an unsupported vertical trench in sloping ground (Q828431) (← links)
- A more general model for the analysis of the rock slope stability (Q955681) (← links)
- Comparisons of limit analysis solutions and random search solutions on slope critical slip surface (Q1288360) (← links)
- Impact of crack on stability of slope with linearly increasing undrained strength (Q1720372) (← links)
- Rigorous solution of slopes' stability considering hydrostatic pressure (Q1785175) (← links)
- Improved Bell's method for the stability analysis of slopes (Q2854678) (← links)
- Cauchy problem of three-dimensional critical slip surfaces of slopes (Q2855269) (← links)
- Slope stability analysis based on the direct comparison of driving forces and resisting forces (Q2856374) (← links)
- Slope stability analysis based on elasto-plastic finite element method (Q3425354) (← links)
- Three dimensional analysis of slope stability (Q3696672) (← links)
- On the boundary conditions in slope stability analysis (Q4463007) (← links)
- Spatial distribution of safety factors: Cohesive vertical cut (Q4464188) (← links)
- (Q4528428) (← links)
- Rapid evaluation of the critical slip surface in slope stability problems (Q4725878) (← links)
- Explicit limit equilibrium solution for slope stability (Q4805700) (← links)