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	A novel analytical approach for predicting the noncylindrical pile penetration-induced soil displacement in undrained soil by combining use of cavity expansion and strain path methods
	Zhou, Hang[1]; Liu, Hanlong[1]; Yuan, Jingrong[1]
	2018
卷号	42页码:1270-1305
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/2977959
专题	重庆大学
推荐引用方式 GB/T 7714	Zhou, Hang[1],Liu, Hanlong[1],Yuan, Jingrong[1]. A novel analytical approach for predicting the noncylindrical pile penetration-induced soil displacement in undrained soil by combining use of cavity expansion and strain path methods[J],2018,42:1270-1305.
APA	Zhou, Hang[1],Liu, Hanlong[1],&Yuan, Jingrong[1].(2018).A novel analytical approach for predicting the noncylindrical pile penetration-induced soil displacement in undrained soil by combining use of cavity expansion and strain path methods.,42,1270-1305.
MLA	Zhou, Hang[1],et al."A novel analytical approach for predicting the noncylindrical pile penetration-induced soil displacement in undrained soil by combining use of cavity expansion and strain path methods".42(2018):1270-1305.

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