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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
作者: Yang, Hongkuan; Guo, Zhen; Wang, Lizhong; Qi WG(漆文刚)
 Adobe PDF(8729Kb) |  收藏 | 浏览/下载：178/36 | 提交时间：2022/12/20
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
作者: Li CF(李畅飞); Wang YF; Gao FP(高福平); Yang LJ(杨鲤境)
Adobe PDF(5842Kb) | 收藏 | 浏览/下载：158/40 | 提交时间：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
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 |
| 波浪诱导非粘性海床超静孔压与液化的物理模拟及参数表征 学位论文
博士论文，北京: 中国科学院大学, 2021
作者: 李畅飞
 Adobe PDF(8569Kb) | 收藏 | 浏览/下载：736/9 | 提交时间：2021/06/02
砂质海床 粉质海床 破碎波 孔压响应 液化 |
| Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 2, 页码: 20
作者: Li CF(李畅飞); Gao FP(高福平); Yang LJ(杨鲤境)
Adobe PDF(4434Kb) | 收藏 | 浏览/下载：355/194 | 提交时间：2021/03/30
breaking wave pore pressure sandy seabed flume observation |
| Effect of Bubbles Produced from Hydrate-Bearing Particle Dissociation on Particle Motion in Water 期刊论文
ENERGY & FUELS, 2021, 卷号: 35, 期号: 2, 页码: 1371-1380
作者: Li P(李鹏); Liu DN(刘丹宁); Zhang XH(张旭辉); Lu XB(鲁晓兵)
Adobe PDF(2699Kb) | 收藏 | 浏览/下载：365/94 | 提交时间：2021/03/30 |
| 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：220/63 | 提交时间：2020/10/23
Dynamic permeability Excess pore pressure Soil liquefaction Wave-seabed interaction |
| A constitutive model for granular materials subjected to a large stress range 期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 120, 页码: 13
作者: Liu L(刘林); Yao YP; Luo T; Zhou AN
 浏览 | Adobe PDF(4451Kb) | 收藏 | 浏览/下载：437/115 | 提交时间：2020/04/07
Granular materials Constitutive behavior Large stress range Particle crushing High stress Constitutive model |
| 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：526/151 | 提交时间：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
