Pages that link to "Item:Q1047358"
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The following pages link to 3-dimensional slope stability analyses using non-associative stress-strain relationships (Q1047358):
Displaying 9 items.
- Statics of loose triangular embankment under Nadai's sand hill analogy (Q602783) (← links)
- Simplified method of stability evaluation for strain-softening slopes (Q987023) (← links)
- Global analysis on slope stability and its engineering application (Q1045303) (← links)
- Research on stability of the accumulated rock-soil body of reservoir bank under rainfall condition (Q1047351) (← links)
- Shakedown analysis of a slope with cyclic groundwater level (Q2854859) (← links)
- Numerical and analytical observations on long and infinite slopes (Q2855273) (← links)
- Application of an elastoplastic spectral element method to 3D slope stability analysis (Q2911852) (← links)
- Stability analysis of rock slopes with a modified Hoek–Brown failure criterion (Q3044619) (← links)
- The influence of a non-associated flow rule on the calculation of the factor of safety of soil slopes (Q4331316) (← links)