中国科学院机构知识库网格系统: 检索

中国科学院机构知识库网格

Chinese Academy of Sciences Institutional Repositories Grid

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	Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method 期刊论文 OAI收割 ENGINEERING GEOLOGY, 2021, 卷号: 292, 页码: 15 作者: Yang, Yongtao; Xia, Yang; Zheng, Hong; Liu, Zhijun \| 收藏 \| 浏览/下载：83/0 \| 提交时间：2021/10/27 3D numerical manifold method Nonlinear strength reduction method MC failure criterion 3D rock slope analysis Generalized Hoek-Brown criterion
	A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method 期刊论文 OAI收割 COMPUTERS AND GEOTECHNICS, 2021, 卷号: 129, 页码: 11 作者: Wang, Haibin; Yang, Yongtao; Sun, Guanhua; Zheng, Hong \| 收藏 \| 浏览/下载：21/0 \| 提交时间：2021/05/25 Hoek-Brown failure criterion Rock slope Nonlinear strength reduction Safety factor Numerical manifold method (NMM)
	Limit equilibrium method (LEM) of slope stability and calculation of comprehensive factor of safety with double strength-reduction technique 期刊论文 OAI收割 Journal of Mountain Science, 2017, 卷号: 14, 期号: 11, 页码: 2311-2324 作者: DENG Dong-ping; LI Liang; ZHAO Lian-heng \| 收藏 \| 浏览/下载：38/0 \| 提交时间：2017/11/17 Slope Stability Nonlinear Mohr–coulomb (M-c) Criterion Double Strength-reduction (Dsr) Technique Slope Comprehensive Factor Of Safety (Fos) Stability Charts