IMECH-IR  > 流固耦合系统力学重点实验室
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 PublicationTHEORETICAL & APPLIED MECHANICS LETTERS
2012-09-10
Volume2Issue:5Pages:051004
ISSN2095-0349
AbstractA 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.
KeywordCollapse Loads Slip-line Field Theory Submarine Pipeline Shallow Foundation Clayedy Soils
Subject Area岩体力学和土力学
DOI10.1063/2.1205104
URL查看原文
Language英语
Funding OrganizationThis work was supported by the National Natural Science Foundation of China (10872198, 50509022).
DepartmentLMFS流固土耦合力学(LHO)
Classification二类
Citation statistics
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/46494
Collection流固耦合系统力学重点实验室
Corresponding AuthorGao 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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