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武汉岩土力学研究所 [11]
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期刊论文 [37]
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Stability analysis of multistage homogeneous loess slopes by improved limit equilibrium method
期刊论文
Yantu Lixue/Rock and Soil Mechanics, 2021, 卷号: 42, 期号: 3, 页码: 813-825
作者:
Zhang, Rui-Huan
;
Ye, Shuai-Hua
;
Tao, Hui
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2021/06/03
Failure modes
Numerical methods
Safety factor
Sediments
Slope stability
Critical slip surface
Engineering applications
Limit equilibrium methods
Minimum safety factor
Optimization method
Relative deviations
Stability analysis
Systematic analysis method
Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates
期刊论文
Yantu Lixue/Rock and Soil Mechanics, 2020, 卷号: 41, 期号: 2, 页码: 612-623
作者:
Zhu, Yan-Peng
;
Tao, Jun
;
Yang, Xiao-Hui
;
Peng, Jun-Guo
;
Wu, Qiang
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2022/02/17
Anchorages (concrete construction)
Convergence of numerical methods
Slope stability
Complex geological condition
Engineering project
Finite element analysis software
High fill slopes
Limit equilibrium theory
Reinforcement effects
Retaining structure
Ultimate pull-out resistances
Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates
期刊论文
Yantu Lixue/Rock and Soil Mechanics, 2020, 卷号: 41, 期号: 2, 页码: 612-623
作者:
Zhu, Yan-Peng
;
Tao, Jun
;
Yang, Xiao-Hui
;
Peng, Jun-Guo
;
Wu, Qiang
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2020/11/14
Anchorages (concrete construction)
Convergence of numerical methods
Slope stability
Complex geological condition
Engineering project
Finite element analysis software
High fill slopes
Limit equilibrium theory
Reinforcement effects
Retaining structure
Ultimate pull-out resistances
Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 1, 页码: 11
作者:
Sun, Chaoyi
;
Chen, Congxin
;
Zheng, Yun
;
Xia, Kaizong
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2021/05/25
Footwall slope
Biplanar failure
Slope stability
Limit equilibrium analysis
Slope stability analysis based on real-time displacement measurements
期刊论文
MEASUREMENT, 2019, 卷号: 131, 页码: 686-693
作者:
Pei, Huafu
;
Zhang, Siqi
;
Borana, Lalit
;
Zhao, Yi
;
Yin, Jianhua
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  |  
浏览/下载:1/0
  |  
提交时间:2019/12/02
Slope stability analysis
FBG
Real-time monitoring
Optimization model
Limit equilibrium method
Vector-Sum Method for 2D Slope Stability Analysis Considering Vector Characteristics of Force
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 卷号: 19, 期号: 6, 页码: -
作者:
Guo, Mingwei
;
Li, Chunguang
;
Wang, Shuilin
;
Yin, Shunde
;
Liu, Sujin
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  |  
浏览/下载:15/0
  |  
提交时间:2020/04/08
Vector-sum method
Slope stability analysis
Limit equilibrium method
Finite-element method
Numerical and theoretical study of bi-planar failure in footwall slopes
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 260, 期号: -, 页码: -
作者:
Sun, Chaoyi
;
Chen, Congxin
;
Zheng, Yun
;
Zhang, Wei
;
Liu, Feng
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  |  
浏览/下载:69/0
  |  
提交时间:2020/04/08
Footwall slope
Bi-planar failure
UDEC trigon approach
Slope stability analysis
Limit equilibrium method
Stability analysis of rock slopes against sliding or flexural-toppling failure
期刊论文
Bulletin of Engineering Geology and the Environment, 2018, 卷号: 77, 期号: 4, 页码: 1383-1403
作者:
Zheng, Yun*
;
Chen, Congxin
;
Liu, Tingting
;
Xia, Kaizong
;
Liu, Xiumin
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/04
Anti-inclined rock slopes
Stability analysis
Analytical approach
Limit equilibrium theory
UDEC
A rigorous method for three-dimensional asymmetrical slope stability analysis
期刊论文
CANADIAN GEOTECHNICAL JOURNAL, 2018, 卷号: 55, 期号: 4
作者:
Jiang, Qinghui
;
Zhou, Chuangbing
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/05
slope stability
three-dimensional analysis
limit equilibrium method
factor of safety
direction of sliding
Stability analysis of rock slopes against sliding or flexural-toppling failure
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 卷号: 77, 期号: 4, 页码: 1383-1403
作者:
Zheng, Yun
;
Chen, Congxin
;
Liu, Tingting
;
Xia, Kaizong
;
Liu, Xiumin
收藏
  |  
浏览/下载:44/0
  |  
提交时间:2020/04/08
Anti-inclined rock slopes
Stability analysis
Analytical approach
Limit equilibrium theory
UDEC
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