Pages that link to "Item:Q2290274"
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The following pages link to Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method (Q2290274):
Displaying 7 items.
- Copula-based slope reliability analysis using the failure domain defined by the \(g\)-line (Q1793406) (← links)
- Assessment of slope stability under uncertain circumstances (Q1800334) (← links)
- Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis (Q2290868) (← links)
- Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis (Q2306937) (← links)
- Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing (Q2854828) (← links)
- Estimation of potential failure risks in a mine slope using indicator Kriging (Q2854947) (← links)
- On the reliability of earth slopes in three dimensions (Q3648646) (← links)