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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;  Wang, Jinting;  Du, Xiuli
Adobe PDF(9550Kb)  |  收藏  |  浏览/下载：73/2  |  提交时间：2023/12/11
Numerical simulation  Shaking table experiments  Pile foundation  Dynamic interaction  Failure mechanism  Parameter analysis  
A physically-modified spectral model for prediction of sand wave migration 期刊论文
CONTINENTAL SHELF RESEARCH, 2021, 卷号: 230, 页码: 13
作者:  Cao GH(曹高辉);  Jiang WB(江文滨);  Lin M(林缅)
Adobe PDF(5051Kb)  |  收藏  |  浏览/下载：177/31  |  提交时间：2021/11/29
Sand wave  Spectral model  Typhoon  Shallow shelf sea  
Experimental investigation of immersed granular collapse in viscous and inertial regimes 期刊论文
PHYSICS OF FLUIDS, 2021, 卷号: 33, 期号: 10, 页码: 12
作者:  Sun YH(孙云辉);  Zhang WT(张炆涛);  An Y(安翼);  Liu QQ(刘青泉);  Wang XL(王晓亮)
Adobe PDF(6333Kb)  |  收藏  |  浏览/下载：252/66  |  提交时间：2021/11/29
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：189/33  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
Numerical study on immersed granular collapse in viscous regime by particle-scale simulation 期刊论文
PHYSICS OF FLUIDS, 2020, 卷号: 32, 期号: 7, 页码: 12
作者:  Sun YH;  Zhang WT(张炆涛);  Wang XL(王晓亮);  Liu QQ(刘青泉)
Adobe PDF(7213Kb)  |  收藏  |  浏览/下载：283/101  |  提交时间：2020/08/31
Innovation fields for sustainable development of wind power 图书章节
2020
作者:  Li JC(李家春);  He DX(贺德馨)
Adobe PDF(4418Kb)  |  收藏  |  浏览/下载：158/43  |  提交时间：2020/11/19
Strategies of sustainable development in China's wind power industry 专著
Beijing；Singapore:Science Press; Springer, 2020
作者:  Li JC(李家春);  He DX(贺德馨)
Adobe PDF(8953Kb)  |  收藏  |  浏览/下载：219/2  |  提交时间：2020/06/15
Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline 期刊论文
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
作者:  Li H;  Wang SQ;  Chen XG;  Hu C(胡存);  Liu JZ
Adobe PDF(2068Kb)  |  收藏  |  浏览/下载：239/94  |  提交时间：2020/03/21
Pipeline  liquefaction depth  scour depth  pore pressure response  anisotropic seabed  
Physical modelling of local scour at twin piles under combined waves and current 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
作者:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
Adobe PDF(3300Kb)  |  收藏  |  浏览/下载：402/131  |  提交时间：2019/04/11
Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter  
Nonlinear Wave Loads on High-rise Pile Cap Structures in the Donghai Bridge Wind Farm 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2018, 卷号: 28, 期号: 3, 页码: 263-271
作者:  Chen L(陈凌);  Zhou JF(周济福);  Wang X(王旭);  Wang Z(王展)
Adobe PDF(3133Kb)  |  收藏  |  浏览/下载：420/157  |  提交时间：2018/10/30
Offshore wind turbine  high-rise pile cap foundation  wave loads  impact effect  Donghai Bridge Wind Farm