Pages that link to "Item:Q3425354"
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The following pages link to Slope stability analysis based on elasto-plastic finite element method (Q3425354):
Displaying 29 items.
- A decomposition procedure for nearly-symmetric matrices with applications to some nonlinear problems (Q366385) (← links)
- Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope (Q785068) (← links)
- Global analysis on slope stability and its engineering application (Q1045303) (← links)
- Sufficient conditions for existence of physically significant solutions in limiting equilibrium slope stability analysis. (Q1422980) (← links)
- Dynamic and static combination analysis method of slope stability analysis during earthquake (Q1718687) (← links)
- Rigorous solution of slopes' stability considering hydrostatic pressure (Q1785175) (← links)
- Methods to analyze flexural buckling of the consequent slabbed rock slope under top loading (Q1792979) (← links)
- Determining the critical slip surface of three-dimensional soil slopes from the stress fields solved using the finite element method (Q1793584) (← links)
- Two-active-plane finite element model in Mohr-Coulomb elastoplasticity (Q1960397) (← links)
- Subspace tracking method for non-smooth yield surface (Q2019609) (← links)
- A continuous-discontinuous deformation analysis method for simulating the progressive failure process of riverbanks (Q2085897) (← links)
- Dimension extending technique for constitutive integration of plasticity with hardening-softening behaviors (Q2136698) (← links)
- The mixed complementarity problem arising from non-associative plasticity with non-smooth yield surfaces (Q2176942) (← links)
- Investigation of the excavation of stony soil slopes using the virtual element method (Q2209408) (← links)
- On the computational precision of finite element algorithms in slope stability problems (Q2298983) (← links)
- Slope stability analysis using convergent strength reduction method (Q2334261) (← links)
- Stability analysis of soil-rock-mixture slopes using the numerical manifold method (Q2334289) (← links)
- Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method (Q2662407) (← links)
- Determination of critical slip surface and safety factor of slope using the vector sum numerical manifold method and MAX-MIN ant colony optimization algorithm (Q2662432) (← links)
- Improved Bell's method for the stability analysis of slopes (Q2854678) (← links)
- Cauchy problem of three-dimensional critical slip surfaces of slopes (Q2855269) (← links)
- Slope stability analysis based on the direct comparison of driving forces and resisting forces (Q2856374) (← links)
- Stresses in cohesive-frictional horizontal layer (Q2905252) (← links)
- Application of an elastoplastic spectral element method to 3D slope stability analysis (Q2911852) (← links)
- Stability analysis of slopes with general nonlinear failure criterion (Q3733897) (← links)
- Effect of element size on the static finite element analysis of steep slopes (Q4331317) (← links)
- (Q4528428) (← links)
- SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part II: Solid–Liquid-Like Phase Transition and Flow-Like Landslides (Q5207365) (← links)
- Searching slope critical slip surface based on the NMM and equivalent plastic strain (Q6545844) (← links)
