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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
Authors:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)
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Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction  
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:  Li CF(李畅飞);  Wang YF;  Gao FP(高福平);  Yang LJ(杨鲤境)
Adobe PDF(5842Kb)  |  Favorite  |  View/Download：193/53  |  Submit date：2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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
Authors:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
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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
Authors:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  Favorite  |  View/Download：196/33  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
Mesoscale analysis of the suction stress characteristic curve for unsaturated granular materials 期刊论文
PARTICUOLOGY, 2021, 卷号: 56, 页码: 183-192
Authors:  Wang XL(王晓亮);  Zhang Z(张珍);  Li JC(李家春);  Liu QQ(刘青泉)
Adobe PDF(2899Kb)  |  Favorite  |  View/Download：394/66  |  Submit date：2021/05/17
Suction stress  Liquid bridge  Unsaturated granular material  Discrete element method  
Equivalent plane strain model of stone column reinforced foundation 会议论文
2nd International Conference on Civil Engineering, Environment Resources and Energy Materials, Changsha, PEOPLES R CHINA, SEP 18-20, 2020
Authors:  Li HY(李鸿远)
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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：247/70  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Study of the effect of movable water saturation on gas production in tight sandstone gas reservoirs 期刊论文
Energies, 2020, 卷号: 13, 期号: 17, 页码: 4645
Authors:  Zhang J;  Li XZ;  Shen WJ (沈伟军）;  Gao SS;  Liu HX;  Ye LY;  Fang FF
View  |  Adobe PDF(4891Kb)  |  Favorite  |  View/Download：708/525  |  Submit date：2020/09/16
tight sandstone gas reservoir  movable water saturation  gas drive water  NMR  water production  
Longitudinal interference analysis of shale gas multi-stage fracturing horizontal wells upon high-precision pressure test 期刊论文
ENERGY SCIENCE & ENGINEERING, 2020, 页码: 15
Authors:  Gao DP(高大鹏);  Liu YW(刘曰武);  Pan SQ;  Wang J;  Zhou XM
Adobe PDF(1133Kb)  |  Favorite  |  View/Download：379/230  |  Submit date：2020/08/26
industrial application  industrial engineering  multi-stage fracturing horizontal wells  numerical analysis  pressure response analysis  shale gas  well interference  
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：551/159  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance