Modeling rock failure using the numerical manifold method followed by the discontinuous deformation analysis

A complete rock failure process usually involves opening/sliding of preexisting discontinuities as well as fracturing in intact rock bridges to form persistent failure surfaces and subsequent motions of the generated rock blocks. The recently developed numerical manifold method (NMM) has potential f...

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Bibliographic Details
Main Authors: Ning, Youjun, An, Xinmei, Lü, Qing, Ma, Guowei
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Subjects:
Online Access:https://hdl.handle.net/10356/98104
http://hdl.handle.net/10220/12319
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Institution: Nanyang Technological University
Language: English