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期刊论文 [11]
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Applications of an Innovative Strength Parameter Estimation Method of the SoilRock Mixture in Evaluating the Deposit Slope Stability Under Rainfall
期刊论文
FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 15
作者:
Fu, Xiaodong
;
Zhang, Zhenping
;
Sheng, Qian
;
Zhou, Yongqiang
;
Huang, Juehao
收藏
  |  
浏览/下载:52/0
  |  
提交时间:2022/01/05
deposit slope
soilrock mixture
strength parameter
Hoek-brown criterion
rainfall
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method
期刊论文
ENGINEERING GEOLOGY, 2021, 卷号: 292, 页码: 15
作者:
Yang, Yongtao
;
Xia, Yang
;
Zheng, Hong
;
Liu, Zhijun
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  |  
浏览/下载:44/0
  |  
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
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 129, 页码: 11
作者:
Wang, Haibin
;
Yang, Yongtao
;
Sun, Guanhua
;
Zheng, Hong
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  |  
浏览/下载:20/0
  |  
提交时间:2021/05/25
Hoek-Brown failure criterion
Rock slope
Nonlinear strength reduction
Safety factor
Numerical manifold method (NMM)
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:
Li, Xiaochun
;
Bai, Bing
;
Wang, Haibin
;
Shi, Lu
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  |  
浏览/下载:47/0
  |  
提交时间:2019/03/05
Barton criterion
extended finite element method
factor of safety
generalized Hoek-Brown criterion
limit equilibrium method
slope stability
Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2019, 卷号: 16, 期号: 5, 页码: 1170-1183
作者:
Zhang, Yan-jun
;
Nian, Ting-kai
;
Guo, Xing-sen
;
Chen, Guang-qi
;
Zheng, Lu
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  |  
浏览/下载:18/0
  |  
提交时间:2020/11/03
Slope stability
Stratified rock
Buckling
Scale effect
Bawang Mountain
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:
Shi, Lu
;
Wang, Haibin
;
Bai, Bing
;
Li, Xiaochun
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  |  
浏览/下载:33/0
  |  
提交时间:2020/04/08
Barton criterion
extended finite element method
factor of safety
generalized Hoek-Brown criterion
limit equilibrium method
slope stability
Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model
期刊论文
Geotechnical and Geological Engineering, 2018
作者:
Zhang Q.-Q.
;
Feng R.-F.
;
Xu Z.-H.
;
Liu S.-W.
;
Qian J.-G.
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  |  
浏览/下载:16/0
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提交时间:2019/12/11
Anchor cables
Failure surface
Generalized Hoek–Brown strength failure criterion
Limit equilibrium method
Ultimate pullout capacity
Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion
期刊论文
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2017, 卷号: 31, 期号: 5, 页码: 10
作者:
Pan, Qiujing
;
Jiang, Yuan-Jun
;
Dias, Daniel
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  |  
浏览/下载:18/0
  |  
提交时间:2017/06/13
Three-dimensional (3D) slope
Stability
Probabilistic analysis
Hoek-Brown criterion
Sparse polynomial chaos expansion
Response surface method
Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion
期刊论文
International Journal of Rock Mechanics and Mining Sciences, 2016, 卷号: 89, 页码: 176-184
作者:
Dong-ping, Deng
;
Liang, Li
;
Jian-feng, Wang
;
Lian-heng, Zhao
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/03
Rock slope
Stability analysis
Limit equilibrium
Generalized Hoek-Brown (GHB) criterion
Factor of safety
Study on the value range of horizontal ground stress in initial geostress field based on the Generalized Hoek - Brown criterion
会议论文
Haikou, PEOPLES R CHINA, MAY 24-25, 2014
作者:
Ou, Zhe
;
Chen, Congxin
;
Fu, Hua
;
Zhou, Yichao
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  |  
浏览/下载:15/0
  |  
提交时间:2018/06/05
Generalized Hoek-Brown criterion
initial geostress field
horizontal ground stress
calculation model of value range
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