SIMULATION OF TOPPLING FAILURE OF ROCK SLOPE BY NUMERICAL MANIFOLD METHOD

DOI10.1142/S0219876210002118zbMath1267.74105OpenAlexW2081347284MaRDI QIDQ2837956

Xiaochu Peng, Yan Zhao, Guoxin Zhang

Publication date: 8 July 2013

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876210002118

zbMATH Keywords

contactcrack propagationrock-bridgessecond-order manifold methodtoppling failure

Mathematics Subject Classification ID

Brittle fracture (74R10) Soil and rock mechanics (74L10)

Related Items (7)

Hybrid analytical and MLS-based NMM for the determination of generalized stress intensity factors ⋮ A new strategy for 3D non-persistent crack propagation by the numerical manifold method with tetrahedral meshes ⋮ Development of contact algorithm for three-dimensional numerical manifold method ⋮ 2D numerical manifold method based on quartic uniform B-spline interpolation and its application in thin plate bending ⋮ Cone complimentary-based numerical manifold method modeling frictional and cohesive contact problems ⋮ Modeling 2D transient heat conduction problems by the numerical manifold method on Wachspress polygonal elements ⋮ Three-dimensional MLS-based numerical manifold method for static and dynamic analysis

Cites Work

• The theory of the boundary eigenvalue problem in the cohesive crack model and its application
• Prediction of failure in notched infinite strips by the cohesive crack model

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