QQ客服 官方微博 反馈留言

	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
	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.

个性服务

查看访问统计

相关权益政策

暂无数据

收藏/分享

除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。