Pages that link to "Item:Q3044619"
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The following pages link to Stability analysis of rock slopes with a modified Hoek–Brown failure criterion (Q3044619):
Displaying 10 items.
- Statics of loose triangular embankment under Nadai's sand hill analogy (Q602783) (← links)
- Determination of rock resistant coefficient based on Mohr-Coulomb criterion for underwater tunnel (Q954357) (← links)
- 3-dimensional slope stability analyses using non-associative stress-strain relationships (Q1047358) (← links)
- Sensitivity analysis of factors affecting time-dependent slope stability under freeze-thaw cycles (Q1721375) (← links)
- Methods to analyze flexural buckling of the consequent slabbed rock slope under top loading (Q1792979) (← links)
- Stability analysis of jointed rock slope (Q1976690) (← links)
- A new three-dimensional Hoek-Brown strength criterion (Q2451596) (← links)
- Numerical and analytical observations on long and infinite slopes (Q2855273) (← links)
- Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek-Brown criterion (Q2855284) (← links)
- On the boundary conditions in slope stability analysis (Q4463007) (← links)