Investigation of the excavation of stony soil slopes using the virtual element method

DOI10.1016/j.enganabound.2020.09.005zbMath1464.74185OpenAlexW3088563495MaRDI QIDQ2209408

Hong Zheng, Wei Jiang, Shan Lin, Wei Li, Guanhua Sun

Publication date: 31 October 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.2020.09.005

zbMATH Keywords

finite element methodvirtual element methodexcavationslopeshear strength reductionstony soil slope

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)

Related Items (2)

A node‐based uniform strain virtual element method for compressible and nearly incompressible elasticity ⋮ Quadrilateral-area-coordinate-based numerical manifold method accommodating static and dynamic analysis

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