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	Upper-bound solutions for face stability of circular tunnel in purely cohesive soil using continuous rotational velocity field
	Ding, Wantao; Liu, Keqi; Zhang, Lewen; Shi, Peihe; Li, Mingjiang; Hou, Minglei
刊名	SOILS AND FOUNDATIONS
	2018
卷号	58期号:6页码:1511-1525
关键词	Face stability Soil arching effect Limit analysis theory Slip-line theory Failure mechanism
DOI	10.1016/j.sandf.2018.08.009
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4571962
专题	山东大学
作者单位	Shandong Univ, Sch Civil Engn, Jinan, Shandong, Peoples R China.
推荐引用方式 GB/T 7714	Ding, Wantao,Liu, Keqi,Zhang, Lewen,et al. Upper-bound solutions for face stability of circular tunnel in purely cohesive soil using continuous rotational velocity field[J]. SOILS AND FOUNDATIONS,2018,58(6):1511-1525.
APA	Ding, Wantao,Liu, Keqi,Zhang, Lewen,Shi, Peihe,Li, Mingjiang,&Hou, Minglei.(2018).Upper-bound solutions for face stability of circular tunnel in purely cohesive soil using continuous rotational velocity field.SOILS AND FOUNDATIONS,58(6),1511-1525.
MLA	Ding, Wantao,et al."Upper-bound solutions for face stability of circular tunnel in purely cohesive soil using continuous rotational velocity field".SOILS AND FOUNDATIONS 58.6(2018):1511-1525.

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