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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