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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
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)
Adobe PDF(3200Kb)  |  收藏  |  浏览/下载：42/0  |  提交时间：2023/09/05
wave-current coupling effects  pore pressure response  physical modeling  analytical solution  sandy seabed  
Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
作者:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)
Adobe PDF(8729Kb)  |  收藏  |  浏览/下载：170/33  |  提交时间：2022/12/20
Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction  
【前沿动态】高耸入云的“大风车”如何在疾风巨浪中屹立不倒？——探秘海上风机基础 科普文章
2022
作者:  漆文刚;  高福平
Adobe PDF(4504Kb)  |  收藏  |  浏览/下载：118/29  |  提交时间：2022/11/03
A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
作者:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  收藏  |  浏览/下载：230/52  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem 期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
作者:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  收藏  |  浏览/下载：175/31  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
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)
Adobe PDF(4470Kb)  |  收藏  |  浏览/下载：218/62  |  提交时间：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Physical Modeling of Pore Pressure Responses in a Fine-Sand Seabed Under Combined Waves and Current 会议论文
The 30th International Ocean and Polar Engineering Conference, Shanghai, China, 2020-10-11
作者:  Yang LJ(杨鲤境);  Li CF(李畅飞);  Qi WG(漆文刚);  Gao FP(高福平)
收藏  |  浏览/下载：165/0  |  提交时间：2021/01/28
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文
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)
浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载：522/151  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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
浏览  |  Adobe PDF(1354Kb)  |  收藏  |  浏览/下载：671/89  |  提交时间：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Characteristics of the horseshoe vortex at a cylindrical pile under a current and combined waves and current 会议论文
29th International Ocean and Polar Engineering Conference, ISOPE 2019, Honolulu, HI, United states, June 16, 2019 - June 21, 2019
作者:  Qi WG(漆文刚);  Xu K(徐凯);  Liu J(刘俊);  Gao FP(高福平)
Adobe PDF(1404Kb)  |  收藏  |  浏览/下载：101/36  |  提交时间：2020/11/20
Combined waves and current  Horseshoe vortex  PIV technique  Swirling strength