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	Compression-shear strength criterion of coal-rock combination model considering interface effect
	Zhao, Zenghui; Wang, Weiming; Wang, Lihua; Dai, Chunquan
刊名	TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
	2015
卷号	47页码:193-199
关键词	Coal-rock combination body Equivalent model Compression-shear strength criterion Interface effect
DOI	10.1016/j.tust.2015.01.007
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/4765726
专题	山东大学
作者单位	1.Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control Cofo, Qingdao 266590, Peoples R China. 2.Sh
推荐引用方式 GB/T 7714	Zhao, Zenghui,Wang, Weiming,Wang, Lihua,et al. Compression-shear strength criterion of coal-rock combination model considering interface effect[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2015,47:193-199.
APA	Zhao, Zenghui,Wang, Weiming,Wang, Lihua,&Dai, Chunquan.(2015).Compression-shear strength criterion of coal-rock combination model considering interface effect.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,47,193-199.
MLA	Zhao, Zenghui,et al."Compression-shear strength criterion of coal-rock combination model considering interface effect".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 47(2015):193-199.

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