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波流-桩体-海床动力耦合作用及其对单桩水平承载特性的影响 会议论文
中国力学大会-2017暨庆祝中国力学学会成立60周年大会（A）, 中国北京, 2017-08-13
作者:  漆文刚;  胡存;  高福平
浏览  |  Adobe PDF(917Kb)  |  收藏  |  浏览/下载：217/53  |  提交时间：2018/12/12
刚性单桩  多物理场  承载力  循环载荷  
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.
浏览  |  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
浏览  |  Adobe PDF(1460Kb)  |  收藏  |  浏览/下载：407/161  |  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.
浏览  |  Adobe PDF(3561Kb)  |  收藏  |  浏览/下载：207/53  |  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)
浏览  |  Adobe PDF(3561Kb)  |  收藏  |  浏览/下载：201/41  |  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