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科研机构
武汉岩土力学研究所 [14]
内容类型
期刊论文 [14]
发表日期
2019 [14]
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发表日期:2019
专题:武汉岩土力学研究所
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Risk evaluation of colluvial cutting slope based on fuzzy analytic hierarchy process and multilevel fuzzy comprehensive evaluation
期刊论文
JOURNAL OF INTELLIGENT & FUZZY SYSTEMS, 2019, 卷号: 37, 期号: 3, 页码: 4253-4271
作者:
Du, Yuxiang
;
Sheng, Qian
;
Fu, Xiaodong
;
Tang, Hua
;
Zhang, Zhenping
收藏
  |  
浏览/下载:27/0
  |  
提交时间:2020/04/08
Colluvial cutting slope
risk evaluation system
fuzzy analytic hierarchy process
fuzzy comprehensive evaluation
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
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2020/04/08
Vector-sum method
Slope stability analysis
Limit equilibrium method
Finite-element method
Stability analysis of anti-dip bedding rock slopes locally reinforced by rock bolts
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 251, 期号: -, 页码: 228-240
作者:
Zheng, Yun
;
Chen, Congxin
;
Liu, Tingting
;
Song, Dongri
;
Meng, Fei
收藏
  |  
浏览/下载:35/0
  |  
提交时间:2020/04/08
Slope stability analysis
Anti-dip bedding rock slope
Flexural toppling failure
Rock bolt
Local reinforcement
Implementation of the Critical Unstable Condition in Extended Finite-Element Analysis to Calculate the Safety Factor of a Predefined Slip Surface
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 卷号: 19, 期号: 3, 页码: -
作者:
Shi, Lu
;
Bai, Bing
;
Li, Xiaochun
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2020/04/08
Slope stability
Safety factor
Critical unstable condition
Extended finite-element analysis
Augmented Lagrange multiplier method
Vital vertex method
Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 250, 期号: -, 页码: 113-129
作者:
Jiang, Quan
;
Yan, Fei
;
Wu, Jiayao
;
Fan, Qixiang
;
Li, Shaojun
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  |  
浏览/下载:56/0
  |  
提交时间:2020/04/08
High slope
Unloading excavation
Numerical back analysis
Shearing deformation
Shear belt
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
收藏
  |  
浏览/下载:35/0
  |  
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
Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 256, 期号: -, 页码: 93-109
作者:
Yang, Yongtao
;
Sun, Guanhua
;
Zheng, Hong
;
Qi, Yi
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  |  
浏览/下载:72/0
  |  
提交时间:2020/04/08
Numerical manifold method (NMM)
Sequential excavation
Soil-rock-mixture slope
Shear strength reduction technique
phi-upsilon inequality
Factor of safety (FOS)
Numerical evaluation of topographic effects on seismic response of single-faced rock slopes
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 卷号: 78, 期号: 3, 页码: 1873-1891
作者:
Li, Haibo
;
Liu, Yaqun
;
Liu, Libo
;
Liu, Bo
;
Xia, Xiang
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2020/04/08
Topographic amplification
Seismic response
Numerical simulation
Rock slope
Evaluation of mountain slope stability considering the impact of geological interfaces using discrete fractures model
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2019, 卷号: 16, 期号: 9, 页码: 2184-2202
作者:
Wang Lu-yu
;
Chen Wei-zhong
;
Tan Xu-yan
;
Tan Xian-jun
;
Yuan Jing-qiang
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2020/04/08
Rock slope stability
Discrete fractures
Discontinuous approach
Equivalent model
Slip surface
Stability analysis of the Zhangmu multi-layer landslide using the vector sum method in Tibet, China
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 卷号: 78, 期号: 6, 页码: 4187-4200
作者:
Guo, Mingwei
;
Liu, Sujin
;
Yin, Shunde
;
Wang, Shuilin
收藏
  |  
浏览/下载:151/0
  |  
提交时间:2020/04/08
Vector sum method
Slope stability
Limit equilibrium method
Strength reduction method
Zhangmu landslide
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