Chinese | English

Search in the results

IMECH-IR

Browse/Search Results:  1-5 of 5 Help

Filters                        
Selected(0)Clear Items/Page:    Sort:
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：250/71  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Dissociation equilibrium height and friction coefficient in pipeline transportation of gas hydrate-bearing sediment particles 期刊论文
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2020, 卷号: 81, 页码: 17
Authors:  Li P(李鹏);  Zhang XH(张旭辉);  Lu XB(鲁晓兵)
Adobe PDF(3002Kb)  |  Favorite  |  View/Download：255/84  |  Submit date：2020/11/30
Gas hydrate  Dissociation equilibrium height  Friction coefficient  Power-law correlation  Gas-liquid-solid flow  Dimensional analysis  
The derivation of an isotropic model for internal waves and its application to wave generation 期刊论文
OCEAN MODELLING, 2020, 卷号: 153, 页码: 9
Authors:  Yuan C;  Wang Z(王展);  Chen X
Adobe PDF(2798Kb)  |  Favorite  |  View/Download：259/91  |  Submit date：2020/10/29
3D Internal waves  Benney-Luke equation  Isotropic model  
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：310/106  |  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：556/161  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance