| A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed | |
Wang N(汪宁) ; Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
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| Corresponding Author | Gao, Fu-Ping() |
| Source Publication | INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING
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| 2022-12-01 | |
| Volume | 32Issue:4Pages:473-479 |
| ISSN | 1053-5381 |
| Abstract | 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. |
| Keyword | Bearing capacity deep-sea pipeline oblique loading slip-line field theory failure envelope pipe-soil interaction clayey seabed |
| DOI | 10.17736/ijope.2022.cl21 |
| Indexed By | SCI ; EI |
| Language | 英语 |
| WOS ID | WOS:000897881800001 |
| WOS Keyword | SOIL INTERACTION ; INSTABILITY ; MODEL |
| WOS Research Area | Engineering |
| WOS Subject | Engineering, Civil ; Engineering, Ocean ; Engineering, Mechanical |
| Funding Project | National Natural Science Founda- tion of China ; Youth Innovation Promotion Association CAS ; [11825205] ; [12061160463] ; [52201346] ; [2021018] |
| Funding Organization | National Natural Science Founda- tion of China ; Youth Innovation Promotion Association CAS |
| Classification | Q4 |
| Ranking | 1 |
| Contributor | Gao, Fu-Ping |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/91264 |
| Collection | 流固耦合系统力学重点实验室 |
| Affiliation | Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China |
| Recommended Citation 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.Rp_Au:Gao, Fu-Ping |
| 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. |
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| File Name/Size | DocType | Version | Access | License | ||
| Jp2022FA035.pdf（117KB） | 期刊论文 | 出版稿 | 开放获取 | CC BY-NC-SA | View Download | |
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