Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope

DOI10.1016/j.enganabound.2020.03.012zbMath1464.74419OpenAlexW3018903147MaRDI QIDQ785068

D. Kharzeev

Publication date: 5 August 2020

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2020.03.012

zbMATH Keywords

stabilitynumerical manifold methodmathematical cover systems with multiple layersrefined mathematical meshesSRM slopes

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Numerical and other methods in solid mechanics (74S99) Numerical methods for partial differential equations, boundary value problems (65N99)

Related Items (4)

Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method ⋮ Determination of critical slip surface and safety factor of slope using the vector sum numerical manifold method and MAX-MIN ant colony optimization algorithm ⋮ Enriched mixed numerical manifold formulation with continuous nodal gradients for dynamics of fractured poroelasticity ⋮ A high-order three dimensional numerical manifold method with continuous stress/strain field

Uses Software

• DistMesh

Cites Work

• Unnamed Item
• Three-dimensional fracture propagation with numerical manifold method
• Improved numerical manifold method (iNMM) -- an extra-DOF free and interpolating NMM with continuous nodal stress
• An edge-based smoothed numerical manifold method and its application to static, free and forced vibration analyses
• A generalized finite element method for hydro-mechanically coupled analysis of hydraulic fracturing problems using space-time variant enrichment functions
• A zero-thickness cohesive element-based numerical manifold method for rock mechanical behavior with micro-Voronoi grains
• Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media
• A high-order numerical manifold method with continuous stress/strain field
• Hydraulic fracturing modeling using the enriched numerical manifold method
• A mixed three-node triangular element with continuous nodal stress for fully dynamic consolidation of porous media
• A rigorous and unified mass lumping scheme for higher-order elements
• Modeling unconfined seepage flow in soil-rock mixtures using the numerical manifold method
• Stability analysis of soil-rock-mixture slopes using the numerical manifold method
• On the implementation of a hydro-mechanical coupling model in the numerical manifold method
• A three-dimensional large deformation meshfree method for arbitrary evolving cracks
• Reformulation of dynamic crack propagation using the numerical manifold method
• An extended finite element method for hydraulic fracture propagation in deformable porous media with the cohesive crack model
• Complementarity problem arising from static growth of multiple cracks and MLS-based numerical manifold method
• Fracture modeling using meshless methods and level sets in 3D: Framework and modeling
• New strategies for some issues of numerical manifold method in simulation of crack propagation
• Slope stability analysis based on elasto-plastic finite element method
• A Simple Mesh Generator in MATLAB
• Cracking particles: a simplified meshfree method for arbitrary evolving cracks

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