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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：263/77  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Evaluation of the Behavioral Characteristics in a Gas and Heavy Oil Stratified Flow According to the Herschel-Bulkley Fluid Model 期刊论文
ACS OMEGA, 2020, 卷号: 5, 期号: 28, 页码: 17787-17800
Authors:  Hou LT(侯林彤);  Liu S(刘硕);  Zhang J(张健);  Xu JY(许晶禹)
Adobe PDF(3708Kb)  |  Favorite  |  View/Download：307/50  |  Submit date：2020/08/31
A flow feature detection method for modeling pressure distribution around a cylinder in non-uniform flows by using a convolutional neural network 期刊论文
SCIENTIFIC REPORTS, 2020, 卷号: 10, 期号: 1, 页码: 10
Authors:  Ye SR(叶舒然);  Zhang Z(张珍);  Song XD;  Wang YW(王一伟);  Chen YS;  Huang CG(黄晨光)
Adobe PDF(4204Kb)  |  Favorite  |  View/Download：348/73  |  Submit date：2020/10/29
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：569/169  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance