A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed
文献类型:期刊论文
| 作者 | Wang N(汪宁) ; Qi WG(漆文刚) ; Shi YM(师玉敏) ; Gao FP(高福平)
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| 刊名 | INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING
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| 出版日期 | 2022-12-01 |
| 卷号 | 32期号:4页码:473-479 |
| 关键词 | Bearing capacity deep-sea pipeline oblique loading slip-line field theory failure envelope pipe-soil interaction clayey seabed |
| ISSN号 | 1053-5381 |
| DOI | 10.17736/ijope.2022.cl21 |
| 通讯作者 | Gao, Fu-Ping() |
| 英文摘要 | Predicting the ultimate bearing capacity of a deep-sea pipeline on the soft clayey seabed is crucial to on-bottom stability and global buckling analyses. Based on the slip-line field theory, an analytical solution is derived for the undrained bearing capacity of an obliquely loaded pipeline on a clayey seabed obeying the Tresca criterion. For a wished-in-place pipeline, the failure mechanisms and the corresponding pipe-soil interface conditions are proposed for the vertical and the lateral instability mode separately. Based on the derived slip-line field solution, a series of failure envelopes are established for various pipe-soil interface conditions. The analytical solutions match well with the previous numerical and theoretical results. The parametric study indicates that the embedment-to-diameter ratio and the loading angle are the key parameters for the bearing capacity of an obliquely loaded pipeline. |
| 分类号 | Q4 |
| WOS关键词 | SOIL INTERACTION ; INSTABILITY ; MODEL |
| 资助项目 | National Natural Science Founda- tion of China ; Youth Innovation Promotion Association CAS ; [11825205] ; [12061160463] ; [52201346] ; [2021018] |
| WOS研究方向 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000897881800001 |
| 资助机构 | National Natural Science Founda- tion of China ; Youth Innovation Promotion Association CAS |
| 其他责任者 | Gao, Fu-Ping |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/91263] ![]() |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 作者单位 | Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wang N,Qi WG,Shi YM,et al. A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed[J]. INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING,2022,32(4):473-479. |
| APA | 汪宁,漆文刚,师玉敏,&高福平.(2022).A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed.INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING,32(4),473-479. |
| MLA | 汪宁,et al."A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed".INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING 32.4(2022):473-479. |
入库方式: OAI收割
来源:力学研究所
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