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Time development of clear-water scour around a pile foundation: Phenomenological theory of turbulence-based approach 期刊论文
COASTAL ENGINEERING, 2024, 卷号: 190, 页码: 19
Authors:  Wang SY(王顺意);  Qi WG(漆文刚);  Gao FP(高福平);  Li B(李彪);  He, Ben
Favorite  |  View/Download:6/0  |  Submit date:2024/06/14
Local scour  Pile  Phenomenological theory of turbulence  Time -dependent model  Sediment transport  Clear -water scour  
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:  Li CF(李畅飞);  Wang YF;  Gao FP(高福平);  Yang LJ(杨鲤境)
Adobe PDF(5842Kb)  |  Favorite  |  View/Download:204/58  |  Submit date:2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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
Authors:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  Favorite  |  View/Download:268/54  |  Submit date:2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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
Authors:  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)  |  Favorite  |  View/Download:289/78  |  Submit date: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
Authors:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  Favorite  |  View/Download:202/34  |  Submit date: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
Authors:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  Favorite  |  View/Download:256/74  |  Submit date:2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
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
Authors:  Sun YH;  Zhang WT(张炆涛);  Wang XL(王晓亮);  Liu QQ(刘青泉)
Adobe PDF(7213Kb)  |  Favorite  |  View/Download:318/110  |  Submit date:2020/08/31
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
Authors:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(5720Kb)  |  Favorite  |  View/Download:561/164  |  Submit date: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
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
Authors:  Li H;  Wang SQ;  Chen XG;  Hu C(胡存);  Liu JZ
View  |  Adobe PDF(2068Kb)  |  Favorite  |  View/Download:255/95  |  Submit date:2020/03/21
Pipeline  liquefaction depth  scour depth  pore pressure response  anisotropic seabed  
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
Authors:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
View  |  Adobe PDF(1354Kb)  |  Favorite  |  View/Download:723/107  |  Submit date:2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions