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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:45/0
  |  
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:27/0
  |  
提交时间:2021/05/25
Hoek-Brown failure criterion
Rock slope
Nonlinear strength reduction
Safety factor
Numerical manifold method (NMM)
Soil-Slope Stability considering Effect of Soil-Strength Nonlinearity
期刊论文
International Journal of Geomechanics, 2019, 卷号: 19, 期号: 3
作者:
Li, Y. X.*
;
Yang, X. L.
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  |  
浏览/下载:2/0
  |  
提交时间:2019/12/03
Discretization technique
Nonlinear failure criterion
Safety factor
Soil slope stability
Upper bound theorem
Influence of non-dimensional strength parameters on the seismic stability of cracked slopes
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2019, 卷号: 16, 期号: 1, 页码: 153-167
作者:
Zhao Lian-heng
;
Cheng Xiao
;
Li De-jian
;
Zhang Ying-bin
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  |  
浏览/下载:8/0
  |  
提交时间:2020/11/02
Cracked slopes
Upper bound limit analysis (UBLA)
Generalized nonlinear failure criterion
Pseudo-static method
Displacement-based method
Seismic and Static 3D Stability of Two-stage Slope Considering Joined Influences of Nonlinearity and Dilatancy
期刊论文
KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 卷号: 22, 期号: 10, 页码: 3827-3836
作者:
Xu, Jing-shu*
;
Li, Yong-xin
;
Yang, Xiao-li
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  |  
浏览/下载:11/0
  |  
提交时间:2019/12/03
three-dimensional
two-stage slope
nonlinear failure criterion
non-associated flow rule
soil dilatancy
Stability Charts for Rock Slopes Subjected to Water Drawdown Based on the Modified Nonlinear Hoek-Brown Failure Criterion
期刊论文
International Journal of Geomechanics, 2018, 卷号: 18, 期号: 1
作者:
Xu, Jingshu
;
Pan, Qiujing*
;
Yang, X.L.
;
Li, Wentao
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  |  
浏览/下载:8/0
  |  
提交时间:2019/12/03
Nonlinear Hoek-Brown failure criterion
Rock slope
Safety factor
Three-dimensional analysis
Water drawdown
Safe Range of Retaining Pressure for Three-dimensional Face of Pressurized Tunnels based on Limit Analysis and Reliability Method
期刊论文
KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 卷号: 22, 期号: 11, 页码: 4645-4656
作者:
Zhang, Jia-hua*
;
Wang, Wei-jun
;
Zhang, Dao-bing
;
Zhang, Biao
;
Meng, Fei
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  |  
浏览/下载:4/0
  |  
提交时间:2019/12/03
pressurized tunnel face
three-dimensional failure mechanism
nonlinear failure criterion
failure probability
safe range of retaining pressure
Energy analysis of rock plug thickness in karst tunnels based on non-associated flow rule and nonlinear failure criterion
期刊论文
Journal of Central South University, 2017, 卷号: 24, 期号: 12, 页码: 2940-2950
作者:
Yang ZH(杨子汉)
;
Zhang R(张睿)
;
Xu JS(许敬叔)
;
Yang XL(杨小礼)
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  |  
浏览/下载:3/0
  |  
提交时间:2019/12/03
karst tunnel
water inrush
safe thickness of rock plug
upper bound theorem
nonlinear failure criterion
non-associated flow rule
Effect of the vertical earthquake component on permanent seismic displacement of soil slopes based on the nonlinear Mohr–Coulomb failure criterion
期刊论文
Soils and Foundations, 2017, 卷号: 57, 期号: 2, 页码: 237-251
作者:
Zhao, Lian-heng
;
Cheng, Xiao
;
Dan, Han-cheng*
;
Tang, Zu-ping
;
Zhang, Yingbin
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  |  
浏览/下载:5/0
  |  
提交时间:2019/12/03
Seismic slope
Permanent displacement
Vertical earthquake
Nonlinear failure criterion
Sliding rigid block model
Upper bound limit analysis
Upper bound solution for ultimate bearing capacity of ground adjacent to slope based on nonlinear failure criterion
期刊论文
Rock and Soil Mechanics, 2017, 卷号: Vol.38 No.6, 页码: 1639-1646
作者:
Hu, Wei-Dong
;
Cao, Wen-Gui
;
Yuan, Qing-Song
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  |  
浏览/下载:5/0
  |  
提交时间:2019/12/31
ground adjacent to slope
nonlinear failure criterion
upper limit analysis
ultimate bearing capacity
multi- tangential technique method
optimization
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