中文版 | English

在结果中检索

IMECH-IR

浏览/检索结果: 共9条，第1-9条 帮助

限定条件        
已选(0)清除 条数/页：   排序方式：
Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
作者:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)
Adobe PDF(8729Kb)  |  收藏  |  浏览/下载：182/37  |  提交时间：2022/12/20
Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction  
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：234/53  |  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：179/32  |  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：221/64  |  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)
浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载：527/152  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
Scour effects on p-y curves for shallowly embedded piles in sand 期刊论文
GEOTECHNIQUE, 2016, 卷号: 66, 期号: 8, 页码: 648-660
作者:  Qi WG(漆文刚);  Gao FP(高福平);  Randolph MF;  Lehane BM;  Qi, WG (reprint author), Univ Western Australia, Ctr Offshore Fdn Syst, Crawley, Australia.;  Qi, WG (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China.
浏览  |  Adobe PDF(1886Kb)  |  收藏  |  浏览/下载：524/203  |  提交时间：2016/10/20
Centrifuge Modelling  Deformation  Erosion  Piles & Piling  Soil/structure Interaction  Stiffness  
On the instability of offshore foundations: theory and mechanism 期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 卷号: 58, 期号: 12, 页码: 124701
作者:  Gao FP(高福平);  Li JH;  Qi WG(漆文刚);  Hu C(胡存);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
Adobe PDF(1791Kb)  |  收藏  |  浏览/下载：414/139  |  提交时间：2016/01/08
Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
大直径单桩基础的冲刷与液化机理及承载力研究 学位论文
博士论文，北京: 中国科学院研究生院, 2015
作者:  漆文刚
Adobe PDF(6530Kb)  |  收藏  |  浏览/下载：847/11  |  提交时间：2015/08/28
A modified criterion for wave-induced momentary liquefaction of sandy seabed 期刊论文
Theoretical and Applied Mechanics Letters, 2015, 卷号: 5, 期号: 1, 页码: 20-23
作者:  Qi WG(漆文刚);  Gao FP(高福平)
浏览  |  Adobe PDF(610Kb)  |  收藏  |  浏览/下载：356/82  |  提交时间：2016/02/01
Pore-pressure Response  Liquefaction Criterion  Momentary Liquefaction  Analytical Approximation