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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
力学研究所 [5]
武汉岩土力学研究所 [2]
地理科学与资源研究所 [1]
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OAI收割 [8]
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期刊论文 [6]
SCI/SSCI论文 [1]
会议论文 [1]
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2024 [1]
2023 [2]
2022 [1]
2020 [1]
2019 [1]
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Scour-induced unloading effects on lateral response of large-diameter monopiles in dense sand
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2024, 卷号: 174, 页码: 14
作者:
Li B(李彪)
;
Qi WG(漆文刚)
;
Wang. Yifa
;
Gao FP(高福平)
;
Wang SY(王顺意)
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2024/09/09
Monopile
Lateral response
Scour
Sandy seabed
Modified Mohr-Coulomb model
Analytical study on seismic response of subsea tunnels in a multi-layered seabed subjected to P- and SV-waves
期刊论文
OAI收割
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 卷号: 134
作者:
Zhao, Wusheng
;
Gao, Hou
;
Chen, Weizhong
;
Xie, Peiyao
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Subsea tunnel
Seismic response
Analytical solution
Layered seabed
Porous medium
Wave-Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations
期刊论文
OAI收割
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2023, 卷号: 128, 期号: 2, 页码: e2022JC019158
作者:
Yang LJ(杨鲤境)
;
Qi WG(漆文刚)
;
Li, Yuzhu
;
Gao FP(高福平)
  |  
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2023/09/05
wave-current coupling effects
pore pressure response
physical modeling
analytical solution
sandy seabed
Numerical Analysis of Dynamics of Jack-Up Offshore Platform and Its Seabed Foundation under Ocean Wave
期刊论文
OAI收割
APPLIED SCIENCES-BASEL, 2022, 卷号: 12, 期号: 7, 页码: -
作者:
Ye, Hailin
;
Yu, Dawei
;
Ye, Jianhong
;
Yang, Zhiwen
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2023/08/02
wave impact
jack-up offshore platform
seabed foundation
dynamic response
coupled model
fluid-structure-seabed interaction
OlaFlow-ABAQUS
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling
期刊论文
OAI收割
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
作者:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
  |  
收藏
  |  
浏览/下载:55/0
  |  
提交时间:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline
期刊论文
OAI收割
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
作者:
Li H
;
Wang SQ
;
Chen XG
;
Hu C(胡存)
;
Liu JZ
  |  
收藏
  |  
浏览/下载:63/0
  |  
提交时间:2020/03/21
Pipeline
liquefaction depth
scour depth
pore pressure response
anisotropic seabed
Three-dimensional poro-elasto-plastic model for wave-induced seabed response around submarine pipeline
SCI/SSCI论文
OAI收割
2015
作者:
Zhang X. L.
;
Xu, C. S.
;
Han, Y.
收藏
  |  
浏览/下载:39/0
  |  
提交时间:2015/12/09
Three-dimensional model
Seabed response
Poro-elasto-plastic
Submarine
pipeline
induced uplift force
effective stresses
soil response
bed
pressure
A FEM model for wave-induced pore pressure response around a pile foundation
会议论文
OAI收割
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
作者:
Li XJ(李小均)
;
Yang B(杨兵)
;
Gao FP(高福平)
;
Zang J
;
Li, X.
收藏
  |  
浏览/下载:34/0
  |  
提交时间:2017/06/20
Experimental data
FEM
FEM models
Numerical results
Ocean wave
Parametric study
Pressure response
Seabed
Simulating waves
Soil around pile
Soil permeability