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科研机构
清华大学 [13]
武汉岩土力学研究所 [7]
山东大学 [5]
大连理工大学 [4]
湖南大学 [2]
福州大学 [2]
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期刊论文 [30]
会议论文 [8]
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2023 [1]
2021 [2]
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2019 [2]
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2017 [3]
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Effects of kinematic and inertial interaction on seismic responses of pile-structure system in liquefiable and non-liquefiable deposits
期刊论文
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 164, 页码: 16
作者:
Ling, Weiyu
;
Xu, Chengshun
;
Dou PF(豆鹏飞)
;
Liu, Hao
;
Pan, Rujiang
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/12/11
Numerical simulation
Shaking table experiments
Pile foundation
Dynamic interaction
Failure mechanism
Parameter analysis
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
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  |  
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
Landslide mechanism of waste rock dump on a soft gently dipping foundation: a case study in China
期刊论文
ENVIRONMENTAL EARTH SCIENCES, 2021, 卷号: 80, 期号: 5, 页码: 10
作者:
Wang, Haibin
;
Sun, Guanhua
;
Sui, Tan
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2021/05/25
Waste rock dump
Slope
Landslide
Soft foundation
Effect of the combined action of lateral load and axial load on the pile instability in liquefiable soils
期刊论文
ENGINEERING STRUCTURES, 2020, 卷号: 205, 页码: 9
作者:
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2021/05/25
Liquefaction
Pile foundation
Buckling instability
Pseudo-static analysis
Shake-table test
Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 卷号: Vol.116, 页码: 371-385
作者:
Zhuang Haiyang
;
Wang Xu
;
Miao Yu
;
Yao Erlei
;
Chen Su
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  |  
浏览/下载:8/0
  |  
提交时间:2019/12/17
Shaking
table
test
Slightly
inclined
ground
Sand
liquefaction
Subway
station
structure
Tunnel
Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test.
期刊论文
Soil Dynamics & Earthquake Engineering, 2019, 卷号: Vol.116, 页码: 371-385
作者:
Haiyang, Zhuang
;
Xu, Wang
;
Yu, Miao
;
Erlei, Yao
;
Su, Chen
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2019/12/17
SEISMIC
response
*SUBWAY
stations
*TUNNELS
*LIQUEFACTION
(Seismology)
*STOCHASTIC
processes
Shake Table Modeling of Pile Foundation Performance in Laterally Spreading Frozen Ground Crust Overlying Liquefiable Soils
期刊论文
JOURNAL OF COLD REGIONS ENGINEERING, 2018, 卷号: 32, 期号: 4, 页码: 9
作者:
Yang, Zhaohui Joey
;
Zhang, Xiaoyu Ryan
;
Yang, Runlin
;
Zhou, Xiaomin
;
Niu, Fujun
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  |  
浏览/下载:25/0
  |  
提交时间:2019/10/09
Pile foundation
Frozen ground
Liquefaction
Shake table experiment
Lateral spread
An investigation of the influence of near-fault ground motion parameters on the pile's response in liquefiable soil
期刊论文
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2018, 卷号: 17, 期号: 4, 页码: 729-745
作者:
Hui, Shuqing
;
Tang, Liang
;
Zhang, Xiaoyu
;
Wang, Youqing
;
Ling, Xianzhang
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2020/04/08
seismic response
predictive equations
near-fault ground motion
pile foundation
liquefaction
Experimental Study on the Dynamic Response of PHC Pipe-Piles in Liquefiable Soil
期刊论文
JOURNAL OF TESTING AND EVALUATION, 2017, 卷号: 45, 页码: 230-241
作者:
Huang, F.
;
Qian, H.
;
Zhuang, Y.
;
Fu, C.
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/11/21
liquefiable soil
shaking-table testing
pore pressure ratio
seismic performance
failure model
prestressed high-strength concrete (PHC) pipe-pile
Observations and analyses of site amplification effects of deep liquefiable soil deposits by geotechnical downhole array
期刊论文
2017, 卷号: 39, 期号: 7, 页码: 1282-1291
作者:
Zhou, Yan-Guo
;
Tan, Xiao-Ming
;
Chen, Jie
;
Pei, Xiang-Jun
;
Chen, Yun-Min
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/13
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