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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
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武汉岩土力学研究所 [8]
武汉植物园 [1]
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OAI收割 [9]
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期刊论文 [8]
会议论文 [1]
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2020 [1]
2019 [3]
2018 [1]
2013 [1]
2008 [1]
2007 [1]
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Long-Term Stability and Deformation Behaviour of Anhydrite Mine-Out for Crude Oil Storage
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2020, 卷号: 53, 期号: 4, 页码: 1719-1735
作者:
Wang, Hanxun
;
Zhang, Bin
;
Yu, Xiong
;
Xu, Nengxiong
;
Ye, Jianhong
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2021/05/25
Back analysis of parameters for creep model
Anhydrite mine-out
Underground crude oil storage space
Long-term stability and deformation
Element safety factor
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
OAI收割
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
  |  
收藏
  |  
浏览/下载:55/0
  |  
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
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
OAI收割
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:25/0
  |  
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
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
OAI收割
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:20/0
  |  
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
Stability Analysis of Earth Slope Using Combined Numerical Analysis Method Based on DEM and LEM
期刊论文
OAI收割
TEHNICKI VJESNIK-TECHNICAL GAZETTE, 2018, 卷号: 25, 期号: 5, 页码: 1265-1273
作者:
Meng, Jing-jing
;
Wang, Yi-xian
;
Zhao, Yan-lin
;
Ruan, Hang
;
Liu, Yan
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2020/04/08
critical slip surface
discrete element method
factor of safety
progressive failure analysis
slope stability analysis
New Analysis Method for Slope Stability Considering Force-Vector Characteristics
期刊论文
OAI收割
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 卷号: 139, 期号: 10, 页码: 1813-1816
作者:
Wu, Zhenjun
  |  
收藏
  |  
浏览/下载:25/0
  |  
提交时间:2018/06/05
Slope stability
Safety
Finite element method
Computer software
Slope stability
Factor of safety
Vector characteristics
Safety definition
Slice method
Spreadsheet
Finite element method
On the assessment of failure in slope stability analysis by the finite element method
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2008, 卷号: 41, 期号: 4, 页码: 629-639
作者:
Liu, D. F.
;
Li, C. G.
;
Zheng, H.
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2018/06/05
finite element method
slope failure criterion
slope stability
factor of safety
limit equilibrium methods
Stability analysis of cut rock slope with reinforcement by steel cables
会议论文
OAI收割
Sanya, PEOPLES R CHINA, NOV 22-25, 2006
作者:
Wang, Shuilin
;
Lu, Yinghui
;
Jiao, Yuyong
;
Li, Chunguang
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2018/06/05
rock slope with bedding-plane
discrete element method
reinforcement by steel bolts
factor of safety
strength reduction technique
Slope stability analysis based on elasto-plastic finite element method
期刊论文
OAI收割
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 卷号: 64, 期号: 14, 页码: 1871-1888
作者:
Li, CG
;
Zheng, H
;
Liu, DF
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2018/06/05
Slope Stability
Elasto-plastic Finite Element Method
The Factor Of Safety (Fos)
The Critical Slide Line (Csl)