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	Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil
	Ding, Wantao; Li, Shucai; Liu, Keqi; Zhu, Jian; Li, Mingjiang; Shi, Peihe
刊名	INTERNATIONAL JOURNAL OF GEOMECHANICS
	2018
卷号	18期号:9
关键词	Stability Purely cohesive soil Limit analysis Normality condition Soil arching effect Failure mechanism
DOI	10.1061/(ASCE)GM.1943-5622.0001208
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/4566754
专题	山东大学
作者单位	Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Shandong, Peop
推荐引用方式 GB/T 7714	Ding, Wantao,Li, Shucai,Liu, Keqi,et al. Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2018,18(9).
APA	Ding, Wantao,Li, Shucai,Liu, Keqi,Zhu, Jian,Li, Mingjiang,&Shi, Peihe.(2018).Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil.INTERNATIONAL JOURNAL OF GEOMECHANICS,18(9).
MLA	Ding, Wantao,et al."Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil".INTERNATIONAL JOURNAL OF GEOMECHANICS 18.9(2018).

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