Knowledge Management System of Institue of Mechanics, CAS
Lateral soil resistance to an untrenched pipeline under the action of ocean currents | |
Gao FP(高福平); Yan SM; Zhang EY; Wu YX(吴应湘); Jia X | |
Source Publication | Frontiers in Offshore Geotechnics II |
2011 | |
Conference Name | The Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG) |
Conference Date | 2010 |
Conference Place | Perth, Australia |
Abstract | A plane-strain finite element model is proposed to investigate the pipe-soil interaction mechanisms for the partially embedded pipe with two kinds of constraint conditions, i.e. freely-laid pipe and anti-rolling pipe. The numerical model is verified with updated mechanical-actuator experiments. The magnitude of lateralsoil- resistance coefficient for the examined anti-rolling pipes is much lager than that for the freely-laid pipes, indicating the end-constraint condition affects significantly the lateral stability of the untrenched pipeline in ocean currents. Parametric study indicates that the variation of lateral-soil-resistance coefficient with the dimensionless submerged weight of pipe is affected greatly by the internal friction angle of soil, pipe-soil friction coefficient, etc. |
Department | LMFS流固土耦合力学(LHO) |
ISBN | 9780415584807 |
URL | 查看原文 |
Indexed By | EI |
Language | 英语 |
Document Type | 会议论文 |
Identifier | http://dspace.imech.ac.cn/handle/311007/45687 |
Collection | 水动力学与海洋工程重点实验室(2009-2011) |
Recommended Citation GB/T 7714 | Gao FP,Yan SM,Zhang EY,et al. Lateral soil resistance to an untrenched pipeline under the action of ocean currents[C]Frontiers in Offshore Geotechnics II,2011. |
Files in This Item: | Download All | |||||
File Name/Size | DocType | Version | Access | License | ||
LHO0647.pdf(361KB) | 会议论文 | 开放获取 | CC BY-NC-SA | View Download |
Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.
Edit Comment