Pages that link to "Item:Q2662432"
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The following pages link to 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):
Displaying 13 items.
- Maximum-entropy method for evaluating the slope stability of Earth dams (Q406176) (← links)
- The idea of PGA stream computations for soil slope stability evaluation (Q554133) (← links)
- Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope (Q785068) (← links)
- Comparisons of limit analysis solutions and random search solutions on slope critical slip surface (Q1288360) (← links)
- Determining the critical slip surface of three-dimensional soil slopes from the stress fields solved using the finite element method (Q1793584) (← links)
- Particle swarm optimization algorithm coupled with finite element limit equilibrium method for geotechnical practices (Q1954847) (← links)
- Numerical manifold computational homogenization for hydro-dynamic analysis of discontinuous heterogeneous porous media (Q2060162) (← links)
- Numerical simulation of dynamic fractures in 2D FGMs using the numerical manifold method (Q2161581) (← links)
- An explicit representation of cracks in the variational phase field method for brittle fractures (Q2246358) (← 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)
- Modeling quasi-static crack propagation using preconditioned numerical manifold method (Q6545706) (← links)
- A Voronoi tessellated model considering damage evolution for modeling meso-mechanical mechanism of the sandstone (Q6566887) (← links)
