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
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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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