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中国科学院武汉岩土力学研究所知识管理平台
Knowledge Management System of Institute of Rock and Soil Mechanics,CAS
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Numerical and theoretical study of bi-planar failure in footwall slopes
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 260, 页码: -
Authors:
Sun, Chaoyi
;
Chen, Congxin
;
Zheng, Yun
;
Zhang, Wei
;
Liu, Feng
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View/Download:3/0
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Submit date:2020/04/08
Footwall slope
Bi-planar failure
UDEC trigon approach
Slope stability analysis
Limit equilibrium method
Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models
期刊论文
ENGINEERING GEOLOGY, 2018, 卷号: 237, 期号: -, 页码: 116-128
Authors:
Zheng, Yun
;
Chen, Congxin
;
Liu, Tingting
;
Zhang, Haina
;
Xia, Kaizong
;
Liu, Feng
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View/Download:44/7
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Submit date:2018/06/05
Slope stability analyses
Anti-inclined rock slope
Flexural toppling
UDEC Trigon approach
Limit equilibrium method
3D polycrystalline discrete element method (3PDEM) for simulation of crack initiation and propagation in granular rock
期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 90, 期号: -, 页码: 96-112
Authors:
Li, X. F.
;
Li, H. B.
;
Zhao, Y.
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Submit date:2018/06/05
3D polycrystalline discrete element method
Granular rock
Damage propagation
Discontinuum
Numerical modeling