Pages that link to "Item:Q3423307"
From MaRDI portal
The following pages link to Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements (Q3423307):
Displaying 12 items.
- Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material (Q619990) (← links)
- Research on stability of the accumulated rock-soil body of reservoir bank under rainfall condition (Q1047351) (← links)
- Impact of crack on stability of slope with linearly increasing undrained strength (Q1720372) (← links)
- Nonlinear numerical simulation of rainwater infiltration through road embankments by FEM (Q2250206) (← links)
- Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis (Q2295067) (← links)
- Shakedown analysis of a slope with cyclic groundwater level (Q2854859) (← links)
- Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method (Q2855271) (← 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)
- Effects of anisotropic permeability on stabilization and pore water pressure distribution of poorly cemented stratified rock slopes (Q3160828) (← links)
- Stability of cohesionless partially submerged slopes (Q5435688) (← links)
- Probabilistic Analysis of Highly Nonlinear Models by Adaptive Sparse Polynomial Chaos: Transient Infiltration in Unsaturated Soil (Q6048322) (← links)
