中文版 | English

在结果中检索

IMECH-IR

浏览/检索结果: 共5条，第1-5条 帮助

限定条件    
已选(0)清除 条数/页：   排序方式：
Local Scour around a Monopile Foundation for Offshore Wind Turbines and Scour Effects on Structural Responses 图书章节
2019
作者:  Qi WG(漆文刚);  Gao FP(高福平)
收藏  |  浏览/下载：137/0  |  提交时间：2020/01/06
local scour, monopile, combined waves and currents, horseshoe vortex, time scale, backfilling, scale effect, pile-soil interaction, natural frequency  
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
作者:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
浏览  |  Adobe PDF(1354Kb)  |  收藏  |  浏览/下载：678/92  |  提交时间：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
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
作者:  Shi YM(师玉敏);  Wang N(汪宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
浏览  |  Adobe PDF(3657Kb)  |  收藏  |  浏览/下载：511/106  |  提交时间：2019/05/29
Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
Characteristics of the horseshoe vortex at a cylindrical pile under a current and combined waves and current 会议论文
29th International Ocean and Polar Engineering Conference, ISOPE 2019, Honolulu, HI, United states, June 16, 2019 - June 21, 2019
作者:  Qi WG(漆文刚);  Xu K(徐凯);  Liu J(刘俊);  Gao FP(高福平)
Adobe PDF(1404Kb)  |  收藏  |  浏览/下载：102/36  |  提交时间：2020/11/20
Combined waves and current  Horseshoe vortex  PIV technique  Swirling strength  
Physical modelling of local scour at twin piles under combined waves and current 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
作者:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
浏览  |  Adobe PDF(3300Kb)  |  收藏  |  浏览/下载：384/123  |  提交时间：2019/04/11
Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter