Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method

DOI10.1016/j.enganabound.2021.02.008zbMath1464.74115OpenAlexW3135769186MaRDI QIDQ2662407

Yanyan Li

Publication date: 13 April 2021

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.02.008

zbMATH Keywords

numerical manifold methodslope stability analysissoil-rock mixturesdigital image processing technologystrength reduction technique

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Geological problems (86A60)

Related Items (7)

Determination of critical slip surface and safety factor of slope using the vector sum numerical manifold method and MAX-MIN ant colony optimization algorithm ⋮ Preconditioned smoothed numerical manifold methods with unfitted meshes ⋮ MLS-based numerical manifold method for steady-state three-dimensional heat conduction problems of functionally graded materials ⋮ Steady seepage analysis in soil-rock-mixture slope using the numerical manifold method ⋮ An explicit representation of cracks in the variational phase field method for brittle fractures ⋮ Extensions of the two-phase double-point material point method to simulate the landslide-induced surge process ⋮ Numerical manifold computational homogenization for hydro-dynamic analysis of discontinuous heterogeneous porous media

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