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| Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect 期刊论文
OCEAN ENGINEERING, 2023, 卷号: 279, 页码: 114490
作者: Yu JH(于嘉豪); Gao FP(高福平) ; Li CF(李畅飞)
 Adobe PDF(4173Kb) |  收藏 | 浏览/下载：59/0 | 提交时间：2023/06/15
Random waves Transient pore-pressure Flume observation Amplitude-attenuation Frequency-filtering |
| 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：168/33 | 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：153/38 | 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：229/52 | 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：175/31 | 提交时间：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
作者: Zhou MZ; Jeng DS; Qi WG(漆文刚)
Adobe PDF(4470Kb) | 收藏 | 浏览/下载：218/62 | 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：434/114 | 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：522/151 | 提交时间：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
| 含水合物粉质黏土压裂成缝特征实验研究 期刊论文
力学学报, 2020, 卷号: 52, 期号: 01, 页码: 224-234
作者: 杨柳; 石富坤; 张旭辉; 鲁晓兵
Adobe PDF(1462Kb) | 收藏 | 浏览/下载：236/39 | 提交时间：2020/03/14
粉质黏土水合物 压裂 裂缝扩展 破裂压力 温度 |
| Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline 期刊论文
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
作者: Li H; Wang SQ; Chen XG; Hu C(胡存); Liu JZ
浏览 | Adobe PDF(2068Kb) | 收藏 | 浏览/下载：226/91 | 提交时间：2020/03/21
Pipeline liquefaction depth scour depth pore pressure response anisotropic seabed |
