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Face stability analysis of large diameter shield tunnel in soft clay considering high water pressure seepage
期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253
作者:
Zhang, Shanglong
;
Cheng, Xuansheng
;
Qi, Lei
;
Zhou, Xinhai
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2022/06/21
Large diameter shield tunnel
Face stability
Limit support force
Seepage
Limit upper bound method
Finite difference method
Stability correction calculation of new debris flow grille dam considering permeation
期刊论文
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2022
作者:
Wang, Yongsheng
;
Zhang, Xiaobin
;
Wang, Bing
;
Liu, Jianshe
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  |  
浏览/下载:17/0
  |  
提交时间:2022/07/19
fluid dynamics
impact phenomena
mathematical methods
structural properties
UN sustainable development goal 11
Mechanism of colluvial landslide induction by rainfall and slope construction: A case study
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2021, 卷号: 18, 期号: 4, 页码: 1013-1033
作者:
Zhou Zhou
;
Shen Jun-hui
;
Li Ying
;
Duan Wei-feng
;
Yang Ri-chang
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  |  
浏览/下载:0/0
  |  
提交时间:2023/08/23
Colluvial landslide
Slope construction
Rainfall
Induction mechanism
Weakening pattern
Geomechanical model
Failure models of a loess stacked dam: a case study in the Ansai Area (China)
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 卷号: 79, 期号: 2, 页码: 1009-1021
作者:
Xu, Jiangbo
;
Wei, Wei
;
Bao, Han
;
Zhang, Keke
;
Lan, Hengxing
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  |  
浏览/下载:17/0
  |  
提交时间:2020/05/19
Stacked dam
Infiltration
Progressive failure
Statistics-based method for determination of drag coefficient for nonlinear porous flow in calcareous sand soil
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 卷号: 78, 期号: 5, 页码: 3663-3670
作者:
Ye, Jianhong
;
Zhang, Zaohui
;
Shan, Jipeng
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  |  
浏览/下载:92/0
  |  
提交时间:2020/04/08
South China Sea
Calcareous sand soil
Nonlinear porous flow
Forchheimer drag coefficient
Statistical theory
Coral reef
Vector Sum Analysis Method of Loess Slope Stability under Rising Groundwater Level Conditions
期刊论文
ADVANCES IN CIVIL ENGINEERING, 2019, 卷号: 2019, 期号: -, 页码: -
作者:
Xue, Haibin
;
Dang, Faning
;
Li, Yanlong
;
Yin, Xiaotao
;
Lei, Man
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  |  
浏览/下载:32/0
  |  
提交时间:2020/04/08
Improvement of the finite-element-based limit equilibrium method to include changes in groundwater: a case study of a deforming bank slope from the Three Gorges Reservoir
期刊论文
ENVIRONMENTAL EARTH SCIENCES, 2018, 卷号: 77, 期号: 9, 页码: 15
作者:
Sun, Guanhua
;
Shi, Lu
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  |  
浏览/下载:26/0
  |  
提交时间:2018/12/29
Deforming slope
Seepage force
Reservoir water level fluctuation
Three Gorges Reservoir
Finite-element-based limit equilibrium method
Three-dimensional plastic stress analysis of subsea tunnels: Nonlinear vs. linear - a comparison
期刊论文
KSCE JOURNAL OF CIVIL ENGINEERING, 2017, 卷号: 21, 页码: 178-183
作者:
Long, Liji
;
Kang, Haigui
;
Mo, Renjie
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  |  
浏览/下载:9/0
  |  
提交时间:2019/12/02
3-Dimensional plastic stress
subsea tunnels
seepage body force
Zhang 3D HB yield criterion
comparison
Seepage Stability Analysis of Deep Foundation Pit of Lanzhou Metro under the Condition of Water Level Reduction in Collapsible Loess
期刊论文
Zhongguo Tiedao Kexue/China Railway Science, 2017, 卷号: 38, 期号: 1, 页码: 86-94
作者:
Zhou, Yong
;
Wang, Xiaoli
;
Zhu, Yanpeng
;
Gao, Sheng
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2022/02/17
Axial flow
Excavation
Foundations
Groundwater
Sediments
Seepage
Subway stations
Water levels
Axial forces
Collapsible loess
Deep foundation pit
Horizontal displacements
Metro stations
Real time monitoring
Seepage Stability Analysis of Deep Foundation Pit of Lanzhou Metro under the Condition of Water Level Reduction in Collapsible Loess
期刊论文
Zhongguo Tiedao Kexue/China Railway Science, 2017, 卷号: 38, 期号: 1, 页码: 86-94
作者:
Zhou, Yong
;
Wang, Xiaoli
;
Zhu, Yanpeng
;
Gao, Sheng
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2020/11/14
Axial flow
Excavation
Foundations
Groundwater
Sediments
Seepage
Subway stations
Water levels
Axial forces
Collapsible loess
Deep foundation pit
Horizontal displacements
Metro stations
Real time monitoring
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