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Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed
文献类型：期刊论文
| 作者 | Gao FP(高福平) ; Jeng DS; Wu YX(吴应湘)
|
| 刊名 | Journal of Transportation Engineering-ASCE
 |
| 出版日期 | 2006 |
| 卷号 | 132期号:7页码:590-596 |
| 通讯作者邮箱 | fpgao@imech.ac.cn ; djeng@civil.usyd.edu.au ; yxwu@imech.ac.cn |
| ISSN号 | 0733-947X |
| 通讯作者 | Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China. |
| 中文摘要 | The existing Det Norske Veritas DNV Recommended Practice RP E305 for pipeline on-bottom stability is mainly based on the pipe–soil interaction model reported by Wagner et al. in 1987, and the wake model reported by Lambrakos et al. in 1987, to calculate the soil resistance and the hydrodynamic forces upon pipeline, respectively. Unlike the methods in the DNV Practice, in this paper, an improved analysis method is proposed for the on-bottom stability of a submarine pipeline, which is based on the relationships between Um/ gD 0.5 and Ws / D2 for various restraint conditions obtained by the hydrodynamic loading experiments, taking into account the coupling effects between wave, pipeline, and sandy seabed. The analysis procedure is illustrated with a detailed flow chart. A comparison is made between the submerged weights of pipeline predicted with the DNV Practice and those with the new method. The proposed analysis method may provide a helpful tool for the engineering practice of pipeline on-bottom stability design. |
| 学科主题 | 力学 |
| 类目[WOS] | Engineering, Civil ; Transportation Science & Technology |
| 研究领域[WOS] | Engineering ; Transportation |
| 收录类别 | SCI ; EI |
| 语种 | 英语 |
| WOS记录号 | WOS:000238429400009 |
| 公开日期 | 2007-06-15 ; 2007-12-05 ; 2009-06-23 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/17304]  |
| 专题 | 力学研究所_力学所知识产出(1956-2008) |
| 推荐引用方式 GB/T 7714 | Gao FP,Jeng DS,Wu YX. Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed[J]. Journal of Transportation Engineering-ASCE,2006,132(7):590-596. |
| APA | 高福平,Jeng DS,&吴应湘.(2006).Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed.Journal of Transportation Engineering-ASCE,132(7),590-596. |
| MLA | 高福平,et al."Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed".Journal of Transportation Engineering-ASCE 132.7(2006):590-596. |
入库方式： OAI收割
来源：力学研究所
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