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Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations 期刊论文
APPLIED OCEAN RESEARCH, 2024, 卷号: 147, 页码: 12./通讯作者：Gao, Fu-Ping
作者:  Li CF(李畅飞);  Yu JH(于嘉豪);  Gao FP(高福平)
收藏  |  浏览/下载：117/0  |  提交时间：2024/06/11
Non -cohesive seabed  Progressive waves  Transient pore -pressure  Phase -lag  Instantaneous liquefaction  
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./通讯作者：Gao, FP
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：154/35  |  提交时间：2023/06/15
Random waves  Transient pore-pressure  Flume observation  Amplitude-attenuation  Frequency-filtering  
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./通讯作者：Gao, Fu-Ping
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：655/194  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation 期刊论文
International Journal of Offshore and Polar Engineering, 2011, 卷号: 21, 期号: 3, 页码: 233-239
作者:  Li XJ(李小均);  Gao FP(高福平);  Yang B(杨兵);  Zang J;  Li, XJ (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China
Adobe PDF(648Kb)  |  收藏  |  浏览/下载：1188/372  |  提交时间：2012/04/01
Ocean Wave  Pile Foundation  Transient And Residual Pore Pressure  Soil Liquefaction  Fem  Pipelines  Bed