Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils

doi:10.1063/2.1205104

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)
发表期刊	THEORETICAL & APPLIED MECHANICS LETTERS
	2012-09-10
卷号	2 期号:5 页码:051004
ISSN	2095-0349
摘要	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.
关键词	Collapse Loads Slip-line Field Theory Submarine Pipeline Shallow Foundation Clayedy Soils
学科领域	岩体力学和土力学
DOI	10.1063/2.1205104
URL	查看原文
语种	英语
项目资助者	This work was supported by the National Natural Science Foundation of China (10872198, 50509022).
课题组名称	LMFS流固土耦合力学(LHO)
论文分区	二类
引用统计	被引频次：2[WOS] [WOS记录] [WOS相关记录]
文献类型	期刊论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/46494
专题	流固耦合系统力学重点实验室
通讯作者	Gao FP(高福平)
推荐引用方式 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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