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Compressive creep behavior of spherical pressure hull scale model for full-ocean-depth manned submersible 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 266, 页码: 11
Authors:  Wang, Lei;  Li, Yanqing;  Sun CQ(孙成奇);  Qiu, Jianke;  Huang, Jinhao;  Jiang, Xuyin;  Sun, Zhijie;  Wan, Zhengquan
Adobe PDF(8469Kb)  |  Favorite  |  View/Download：196/42  |  Submit date：2022/11/28
Full -ocean -depth manned submersible  Titanium alloy  Pressure hull  Compressive creep behavior  Creep constitutive equation  
Investigation of internal wave wakes generated by a submerged body in a stratified flow 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 266, 页码: 11
Authors:  Chai J(柴锦);  Wang ZY(王志英);  Yang ZX(杨子轩);  Wang Z(王展)
Adobe PDF(5844Kb)  |  Favorite  |  View/Download：218/59  |  Submit date：2022/11/21
Stratified flow  Internal wave wakes  Large eddy simulation  
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)
Adobe PDF(2148Kb)  |  Favorite  |  View/Download：269/54  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed 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
Authors:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  Favorite  |  View/Download：257/75  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Analysis on restoring stiffness and its hysteresis behavior of slender catenary mooring-line 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 209, 页码: 10
Authors:  Li YL;  Guo SX(郭双喜);  Chen WM(陈伟民);  Yan DB(严定帮);  Song JX(宋吉祥)
Adobe PDF(2784Kb)  |  Favorite  |  View/Download：266/109  |  Submit date：2020/08/26
Dynamic response  Damping  Hysteresis behavior  Restoring performance  
A LSTM surrogate modelling approach for caisson foundations 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
Authors:  Zhang P;  Yin ZY;  Zheng YY;  Gao FP(高福平)
Adobe PDF(3376Kb)  |  Favorite  |  View/Download：386/210  |  Submit date：2020/06/15
Caisson foundation  Failure envelope  Smoothed particle hydrodynamics  Long short-term memory  
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
Authors:  Shi YM(师玉敏);  Wang N(汪宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
View  |  Adobe PDF(3657Kb)  |  Favorite  |  View/Download：548/117  |  Submit date：2019/05/29
Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
Experimental study of pullout capacity of plate anchors shallowly embedded in hydrate bearing sediments 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 173, 页码: 548-555
Authors:  Liu F;  Sun HY;  Jung JW;  Zhang XH(张旭辉);  Ju X
View  |  Adobe PDF(1527Kb)  |  Favorite  |  View/Download：356/138  |  Submit date：2019/04/11
Pullout capacity  Plate anchor  Gas hydrate  Physical model test  Floating offshore platform  
Bearing capacity of spudcan foundations in a spatially varying clayey seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
Authors:  Li L;  Li JH;  Huang JS;  Gao FP(高福平);  Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
View  |  Adobe PDF(2112Kb)  |  Favorite  |  View/Download：311/150  |  Submit date：2017/11/29
Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation 期刊论文
OCEAN ENGINEERING, 2015, 卷号: 105, 页码: 1-9
Authors:  Zhang, X. H.;  Lu, X. B.;  Shi, Y. H.;  Xia, Z.;  Liu, W. T.;  Zhang, XH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
View  |  Adobe PDF(7473Kb)  |  Favorite  |  View/Download：407/137  |  Submit date：2015/10/21
Gas Hydrate  Stratum Instability  Centrifuge Test  Dissociation Zone  Pore Fluid Pressure