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Estimation of the critical buckling load of pile foundations during soil liquefaction
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 146, 页码: 11
作者:
Tang, Liang
;
Man, Xiaofeng
;
Zhang, Xiaoyu
;
Bhattacharya, Subhamoy
;
Cong, Shengyi
收藏
  |  
浏览/下载:37/0
  |  
提交时间:2021/06/18
Liquefaction propagation
Excess pore pressure
Critical buckling load
Geometric imperfections
Pile foundation
Nonlinear Winkler foundation
Study on two-dimensional electroosmotic consolidation of punctiform electrode units with symmetric and asymmetric forms
期刊论文
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2021, 卷号: 40, 期号: 7, 页码: 1491-1503
作者:
Yang, Xiaoyu
;
Dong, Jianhua
;
Liu, Guosheng
;
Xie, Yongbin
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2022/02/17
Electric potential
Electroosmosis
Galerkin methods
Information dissemination
Pore pressure
Pressure distribution
Water
Electric potential fields
Electrode arrangement
Electroosmotic consolidation
Excess pore water pressure
Experimental verification
Negative exponential
Pore-water pressures
Two-dimensional effects
Impacts of Initial Deviator Stress and Cyclic Confining Pressure on Mechanical Behaviors of Ningbo Clay under Cyclic Loading
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 卷号: 21, 期号: 4, 页码: 7
作者:
Huang, Juehao
;
Chen, Jian
;
Ke, Wenhui
;
Liu, Fusheng
;
Bian, Youyan
收藏
  |  
浏览/下载:34/0
  |  
提交时间:2021/05/25
Ningbo clay
Cyclic triaxial tests
Cyclic confining pressure
Initial deviator stress
Accumulated axial strain
Excess pore-water pressure
Study on Electroosmosis Consolidation of Punctiform Electrode Unit
期刊论文
Advances in Materials Science and Engineering, 2021, 卷号: 2021
作者:
Yang, Xiaoyu
;
Xie, Yongbin
;
Dong, Jianhua
;
Liu, Guosheng
;
Zheng, Yalin
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  |  
浏览/下载:3/0
  |  
提交时间:2021/06/03
Anodes
Electric fields
Electric potential
Galerkin methods
Pore pressure
Pressure distribution
Pressure effects
Water
Degree of consolidations
Electric potential fields
Electroosmotic consolidation
Excess pore water pressure
Potential distributions
Potential field distributions
Two-dimensional effects
Uniform electric fields
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability
期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
作者:
Zhou MZ
;
Jeng DS
;
Qi WG(漆文刚)
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2020/10/23
Dynamic permeability
Excess pore pressure
Soil liquefaction
Wave-seabed interaction
Centrifuge model test and numerical interpretation of seismic responses of a partially submerged deposit slope
期刊论文
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 2, 页码: 381-394
作者:
Sun, Zhiliang
;
Kong, Lingwei
;
Guo, Aiguo
;
Alam, Mohammad
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2021/05/25
Centrifuge model test
Acceleration responses
Excess pore pressure
Deposit slope
Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models
期刊论文
COASTAL ENGINEERING, 2019, 卷号: 147, 页码: 89-98
作者:
Qi WG(漆文刚)
;
Li CF(李畅飞)
;
Jeng DS
;
Gao FP(高福平)
;
Liang ZD
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  |  
浏览/下载:70/0
  |  
提交时间:2019/05/29
Excess pore-pressure
Flume experiment
Sandy seabed
Combined waves and current
Boundary layer
Wave-current interactions
Experiment and Analysis of Submarine Landslide Model Caused by Elevated Pore Pressure
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2019, 卷号: 7, 期号: 5
作者:
Liu, Tao
;
Lu, Yueyue
;
Zhou, Lei
;
Yang, Xiuqing
;
Guo, Lei
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2019/12/11
hydrate decomposition
slope stability
excess pore pressure
failure
mechanism
Experimental investigations on discrepancy in consolidation degrees with deformation and pore pressure variations of natural clays
期刊论文
APPLIED CLAY SCIENCE, 2018, 卷号: 152, 页码: 38-43
作者:
Zeng, Ling-Ling
;
Hong, Zhen-Shun
;
Han, Jie
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  |  
浏览/下载:1/0
  |  
提交时间:2019/11/21
Clays
Experimental relationships
Deformation-time curve
Theoretical line
Clay minerals
Excess pore pressure dissipation
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