A pipe-soil interaction model for anti-rolling pipeline on-bottom stability on a sloping sandy seabed
文献类型：会议论文
| 作者 | Han XT(韩希霆) ; Gao FP(高福平); Gao FP(高福平)
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| 出版日期 | 2013 |
| 会议名称 | 23rd International Offshore and Polar Engineering Conference, ISOPE-2013 |
| 会议日期 | JUN 30-JUL 05, 2013 |
| 会议地点 | Anchorage, Alaska, USA |
| 关键词 | sloping seabed pipe-soil interaction lateral stability theoretical solution |
| 卷号 | 2 |
| 页码 | 210-215 |
| 通讯作者 | 高福平 |
| 中文摘要 | The stability of a pipeline on the continental slope involves a complicated interaction between the pipe and the sloping seabed. Based on the Coulomb passive earth pressure theory, a theoretical pipe-soil interaction model is proposed for the instability of the anti-rolling pipeline on a sloping sandy seabed. The mechanisms of shallowly-spreading slippage and deeply-spreading slippage are discussed respectively. The theoretical model is verified with the existing experimental results. Parametric study indicates that the slope angle has much influence on the ultimate lateral soil resistance of the pipeline on a sloping sandy seabed. |
| 收录类别 | EI |
| 产权排序 | [Han, Xiting 1.2; Gao, Fuping 1] 1. Institute of Mechanics, Chinese Academy of Sciences, Beijing, China; 2. Institute of Nuclear and New Energy Technology, Tsinghua University, Beijing, China |
| 会议网址 | http://www.isope.org/publications/proceedings/ISOPE/ISOPE%202013/ |
| 会议录 | Proceedings of the 23rd International Offshore and Polar Engineering Conference
 |
| 会议录出版者 | INTERNATIONAL SOCIETY OFFSHORE & POLAR ENGINEERS |
| 语种 | 英语 |
| ISSN号 | 1098-6189 |
| ISBN号 | 978-1-880653-99-9 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/48312]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 通讯作者 | Gao FP(高福平) |
| 推荐引用方式 GB/T 7714 | Han XT,Gao FP,Gao FP. A pipe-soil interaction model for anti-rolling pipeline on-bottom stability on a sloping sandy seabed[C]. 见:23rd International Offshore and Polar Engineering Conference, ISOPE-2013. Anchorage, Alaska, USA. JUN 30-JUL 05, 2013.http://www.isope.org/publications/proceedings/ISOPE/ISOPE%202013/. |
入库方式： OAI收割
来源：力学研究所
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