Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks | |
Ma, Wenqiang; Wang, Tongxu | |
刊名 | KSCE JOURNAL OF CIVIL ENGINEERING
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2019 | |
卷号 | 23期号:4页码:1839-1848 |
关键词 | broken soft rocks compression behavior regenerated rock mass structure shear strength grain gradation compression ratio |
DOI | 10.1007/s12205-019-1831-2 |
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/4542064 |
专题 | 山东大学 |
作者单位 | 1.Xinyang Normal Univ, Coll Architecture & Civil Engn, Xinyang 464000, Peoples R China. 2.Shandong Univ Sci & Technol, St |
推荐引用方式 GB/T 7714 | Ma, Wenqiang,Wang, Tongxu. Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks[J]. KSCE JOURNAL OF CIVIL ENGINEERING,2019,23(4):1839-1848. |
APA | Ma, Wenqiang,&Wang, Tongxu.(2019).Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks.KSCE JOURNAL OF CIVIL ENGINEERING,23(4),1839-1848. |
MLA | Ma, Wenqiang,et al."Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks".KSCE JOURNAL OF CIVIL ENGINEERING 23.4(2019):1839-1848. |
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