Pages that link to "Item:Q2290868"

The following pages link to Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis (Q2290868):

Displaying 17 items.

• Maximum-entropy method for evaluating the slope stability of Earth dams (Q406176) (← links)
• Finite element reliability analysis of slope stability (Q1045620) (← links)
• Rigorous solution of slopes' stability considering hydrostatic pressure (Q1785175) (← links)
• 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)
• Limit analysis of anisotropic soils using finite elements and linear programming (Q1804384) (← links)
• Efficiency improvement of kriging surrogate model by subset simulation in implicit expression problems (Q2174065) (← links)
• Investigation of the excavation of stony soil slopes using the virtual element method (Q2209408) (← links)
• Stochastic field simulation of slope stability problems: improvement and reduction of computational effort (Q2236121) (← links)
• System reliability analysis of slope stability using generalized subset simulation (Q2281918) (← links)
• Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method (Q2290274) (← links)
• An adaptive metamodel-based subset importance sampling approach for the assessment of the functional failure probability of a thermal-hydraulic passive system (Q2293863) (← links)
• On the computational precision of finite element algorithms in slope stability problems (Q2298983) (← links)
• Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis (Q2306937) (← links)
• On the reliability of earth slopes in three dimensions (Q3648646) (← links)
• (Q4528428) (← links)
• Limit state analysis of earthen slopes using dual continuum/FEM approaches (Q4952174) (← links)