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...
Saved in:
Main Authors: | Ning, Youjun, An, Xinmei, Lü, Qing, Ma, Guowei |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2013
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/98104 http://hdl.handle.net/10220/12319 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
機構: | Nanyang Technological University |
語言: | English |
相似書籍
-
Seismic stability analysis of rock slopes using the numerical manifold method
由: An, Xinmei, et al.
出版: (2013) -
Extended numerical manifold method for engineering failure analysis
由: An, Xinmei
出版: (2010) -
Investigation on strength and stability of jointed rock mass using three-dimensional numerical manifold method
由: He, L., et al.
出版: (2013) -
Modelling earthquake-induced rock failures using NMM and DDA
由: Ning, Youjun, et al.
出版: (2013) -
Development of numerical manifold method for cracking process in rock
由: Wu, Zhijun
出版: (2014)