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	Reliability study on shield tunnel face using a random limit analysis method in multilayered soils
	Cheng, HZ; Chen, J; Chen, RP; Chen, GL
刊名	TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
	2019
卷号	Vol.84页码:353-363
关键词	Tunnel face stability Spatial variability Random field Limit analysis Multilayered soils
ISSN号	0886-7798
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/4738653
专题	湖南大学
作者单位	1.Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotechn Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式 GB/T 7714	Cheng, HZ,Chen, J,Chen, RP,et al. Reliability study on shield tunnel face using a random limit analysis method in multilayered soils[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2019,Vol.84:353-363.
APA	Cheng, HZ,Chen, J,Chen, RP,&Chen, GL.(2019).Reliability study on shield tunnel face using a random limit analysis method in multilayered soils.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,Vol.84,353-363.
MLA	Cheng, HZ,et al."Reliability study on shield tunnel face using a random limit analysis method in multilayered soils".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY Vol.84(2019):353-363.

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