Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils | |
Gao FP(高福平); Zhao B(赵波); Gao FP(高福平) | |
Source Publication | THEORETICAL & APPLIED MECHANICS LETTERS |
2012-09-10 | |
Volume | 2Issue:5Pages:051004 |
ISSN | 2095-0349 |
Abstract | A slip-line field solution is presented for the ultimate bearing capacity of the pipeline on a purely-cohesive clay soil, taking into account the circular configuration of the pipe, the pipe embedment, and the pipe-soil interfacial cohesion. The derived bearing capacity factors for a smooth rigid pipe limit to those for the conventional rectangular strip footing while the pipe embedment approaches zero. Parametric studies indicate that, the pipe-soil interfacial properties have much influence on the bearing capacity for the pipe foundation on clayedy soils. |
Keyword | Collapse Loads Slip-line Field Theory Submarine Pipeline Shallow Foundation Clayedy Soils |
Subject Area | 岩体力学和土力学 |
DOI | 10.1063/2.1205104 |
URL | 查看原文 |
Language | 英语 |
Funding Organization | This work was supported by the National Natural Science Foundation of China (10872198, 50509022). |
Department | LMFS流固土耦合力学(LHO) |
Classification | 二类 |
Citation statistics | |
Document Type | 期刊论文 |
Identifier | http://dspace.imech.ac.cn/handle/311007/46494 |
Collection | 流固耦合系统力学重点实验室 |
Corresponding Author | Gao FP(高福平) |
Recommended Citation GB/T 7714 | Gao FP,Zhao B,Gao FP. Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils[J]. THEORETICAL & APPLIED MECHANICS LETTERS,2012,2,5,:051004. |
APA | Gao FP,Zhao B,&高福平.(2012).Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils.THEORETICAL & APPLIED MECHANICS LETTERS,2(5),051004. |
MLA | Gao FP,et al."Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils".THEORETICAL & APPLIED MECHANICS LETTERS 2.5(2012):051004. |
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C2012J-169.pdf(3186KB) | 期刊论文 | 出版稿 | 开放获取 | CC BY-NC-SA | View Download |
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