中文版 | English

在结果中检索

IMECH-IR
（本次检索基于用户作品认领结果）

浏览/检索结果: 共17条，第1-10条 帮助

限定条件        
已选(0)清除 条数/页：   排序方式：
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
作者:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  收藏  |  浏览/下载：228/52  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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：174/31  |  提交时间：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
作者:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  收藏  |  浏览/下载：218/62  |  提交时间：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
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
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(5720Kb)  |  收藏  |  浏览/下载：521/150  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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
作者:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
Adobe PDF(1354Kb)  |  收藏  |  浏览/下载：667/87  |  提交时间：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
Ocean Engineering, 2018, 卷号: 153, 页码: 412-423
作者:  Qi WG(漆文刚);  Gao FP(高福平)
Adobe PDF(2214Kb)  |  收藏  |  浏览/下载：261/88  |  提交时间：2018/10/22
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 85, 页码: 126-138
作者:  Wu, Hui;  Qi WG(漆文刚);  Hu, Liming;  Wen, Qingbo;  Hu, LM (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
Adobe PDF(4090Kb)  |  收藏  |  浏览/下载：492/187  |  提交时间：2017/10/27
Electro-osmotic Consolidation  Variable Soil Properties  Analytical Solution  Numerical Simulation  Excess Pore Water Pressure  Degree Of Consolidation  
Analytical Solution for Electroosmotic Consolidation Considering Nonlinear Variation of Soil Parameters 期刊论文
International Journal of Geomechanics, 2017, 卷号: 17, 期号: 5, 页码: SI:06016032
作者:  Wu H;  Hu LM;  Qi WG(漆文刚);  Wen QB
Adobe PDF(1460Kb)  |  收藏  |  浏览/下载：405/160  |  提交时间：2016/10/20
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES 会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
作者:  Qi WG(漆文刚);  Shi YM;  Gao FP(高福平);  Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
Adobe PDF(3561Kb)  |  收藏  |  浏览/下载：205/53  |  提交时间：2018/01/16
Sand  Wave  Pipes  
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(3561Kb)  |  收藏  |  浏览/下载：199/40  |  提交时间：2018/11/08
Arctic engineering  Elastoplasticity  Marine risers  Pore pressure  Soils  Stress analysis  Axial compressive forces  Elasto  plastic models  Heating and cooling  Internal friction angle  Numerical results  Operational cycle  Upheaval buckling  Uplift resistance