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	Elastic analysis of stress-displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure
	Shu-cai Li; Ming-bin Wang
刊名	Tunnelling and underground space technology
	2008
卷号	23期号:6页码:609-617
关键词	tunnel liner complex potential theory stress displacement series expansions
DOI	10.1016/j.tust.2007.11.004
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/5560950
专题	山东大学
作者单位	1.Research center of Geotechnical and Structural Engineering, Shandong University, Ji'nan, 250061, China 2.Research center of Geo
推荐引用方式 GB/T 7714	Shu-cai Li,Ming-bin Wang. Elastic analysis of stress-displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure[J]. Tunnelling and underground space technology,2008,23(6):609-617.
APA	Shu-cai Li,&Ming-bin Wang.(2008).Elastic analysis of stress-displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure.Tunnelling and underground space technology,23(6),609-617.
MLA	Shu-cai Li,et al."Elastic analysis of stress-displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure".Tunnelling and underground space technology 23.6(2008):609-617.

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