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	Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions
	Ding, Wantao; Liu, Keqi; Shi, Peihe; Li, Mingjiang; Hou, Minglei
刊名	COMPUTERS AND GEOTECHNICS
	2019
卷号	107页码:110-127
关键词	Slip line Limit analysis Face stability Collapse mechanism Purely cohesive soils
DOI	10.1016/j.compgeo.2018.11.025
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/4532804
专题	山东大学
作者单位	1.Shandong Univ, Sch Qilu Transportat, Jinan, Shandong, Peoples R China. 2.[Ding, Wantao 3.Liu, Keqi 4.Shi, Peihe 5.Li, Mingjiang 6.Hou, Min
推荐引用方式 GB/T 7714	Ding, Wantao,Liu, Keqi,Shi, Peihe,et al. Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions[J]. COMPUTERS AND GEOTECHNICS,2019,107:110-127.
APA	Ding, Wantao,Liu, Keqi,Shi, Peihe,Li, Mingjiang,&Hou, Minglei.(2019).Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions.COMPUTERS AND GEOTECHNICS,107,110-127.
MLA	Ding, Wantao,et al."Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions".COMPUTERS AND GEOTECHNICS 107(2019):110-127.

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