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| A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
Authors: Wang N(汪宁) ; Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
 Adobe PDF(117Kb) |  Favorite | View/Download：225/57 | Submit date：2023/02/03
Bearing capacity deep-sea pipeline oblique loading slip-line field theory failure envelope pipe-soil interaction clayey seabed |
| 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)
Adobe PDF(8729Kb) | Favorite | View/Download：220/52 | Submit date：2022/12/20
Sloping seabed Wave actions Slender structures Peak uplift resistance Reduction |
| Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
Authors: Wang N(汪宁); Qi WG(漆文刚); Gao FP(高福平)
Adobe PDF(4148Kb) | Favorite | View/Download：423/227 | Submit date：2022/05/17
deep-sea pipeline clayey seabed oblique load bearing capacity failure envelope critical pipe weight |
| 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：263/53 | Submit date：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
Authors: Zhou, Mozhen; Liu, Hui; Jeng, Dong-Sheng; Qi WG(漆文刚); Fang, Qian
Adobe PDF(3715Kb) | Favorite | View/Download：200/33 | Submit date：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
Authors: Zhou MZ; Jeng DS; Qi WG(漆文刚)
Adobe PDF(4470Kb) | Favorite | View/Download：253/73 | Submit date：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
Authors: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
 View | Adobe PDF(5720Kb) | Favorite | View/Download：558/163 | Submit date：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
Authors: Qi WG(漆文刚); Li CF(李畅飞); Jeng DS; Gao FP(高福平); Liang ZD
View | Adobe PDF(1354Kb) | Favorite | View/Download：720/107 | Submit date：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
Authors: Qi WG(漆文刚); Gao FP(高福平)
View | Adobe PDF(2214Kb) | Favorite | View/Download：294/95 | Submit date：2018/10/22 |
| 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
Authors: 漆文刚; 胡存; 高福平
View | Adobe PDF(917Kb) | Favorite | View/Download：249/64 | Submit date：2018/12/12
刚性单桩 多物理场 承载力 循环载荷 |
