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Experimental study of pullout capacity of plate anchors shallowly embedded in hydrate bearing sediments 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 173, 页码: 548-555
Authors:  Liu F;  Sun HY;  Jung JW;  Zhang XH(张旭辉);  Ju X
Adobe PDF(1527Kb)  |  Favorite  |  View/Download：333/127  |  Submit date：2019/04/11
Pullout capacity  Plate anchor  Gas hydrate  Physical model test  Floating offshore platform  
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
Authors:  Qi WG(漆文刚);  Xu K(徐凯);  Liu J(刘俊);  Gao FP(高福平)
Adobe PDF(1404Kb)  |  Favorite  |  View/Download：112/36  |  Submit date：2020/11/20
Combined waves and current  Horseshoe vortex  PIV technique  Swirling strength  
Dynamic mechanical properties of tetrahydrofuran hydrate-bearing silty clay sediments 会议论文
29th International Ocean and Polar Engineering Conference, ISOPE 2019, Honolulu, HI, United states, June 16, 2019 - June 21, 2019
Authors:  Sun FF(孙芳芳);  Wang SY(王淑云);  Zhang XH(张旭辉);  鲁晓兵 Lu X
Favorite  |  View/Download：108/0  |  Submit date：2020/11/20
Deformation  Dynamic load  Failure strength  Hydrate-bearing sediment  Pore pressure  
Numerical study on unsteady wake characteristics of an urban maglev train 会议论文
ASME-JSME-KSME 2019 8th Joint Fluids Engineering Conference, AJKFluids 2019, San Francisco, CA, United states, July 28, 2019 - August 1, 2019
Authors:  Sun ZX(孙振旭);  Kong FB;  Yao YF(姚永芳);  Yang GW(杨国伟)
Adobe PDF(2054Kb)  |  Favorite  |  View/Download：147/55  |  Submit date：2020/11/20
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
Authors:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
Adobe PDF(3300Kb)  |  Favorite  |  View/Download：416/136  |  Submit date：2019/04/11
Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter