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Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method

  • 【作者】Guoyang Liu,Junjie Li,Fei Kang
  • 【作者单位】1.Faculty of Infrastructure Engineering, School of Hydraulic Engineering,Dalian University of Technology,Dalian,China;2.School of Engineering,Tibet University,Lhasa,China
  • 【页码】1-24
  • 【ISSN】0723-2632;1434-453X
  • 【关键词】Toppling slope Failure mechanism 3D DDA Contact theory Laboratory experiment 
  • 【摘要】 Toppling is a representative failure mode of discontinuity-controlled rock slopes. As a discrete numerical method, discontinuous deformation analysis is well-suited for simulating the movement process, contact transformation, and large displacement ...
  • 【文献类型】 期刊
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