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	An Analytical Model for Two-Order Asperity Degradation of Rock Joints Under Constant Normal Stiffness Conditions
	Li, Yingchun; Wu, Wei; Li, Bo
刊名	ROCK MECHANICS AND ROCK ENGINEERING
	2018
卷号	51页码:1431-1445
关键词	Rock joint Constant normal stiffness Shear behaviour Waviness and unevenness
ISSN号	0723-2632
URL标识	查看原文
WOS记录号	[DB:DC_IDENTIFIER_WOSID]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3264010
专题	大连理工大学
作者单位	1.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China.,Henan Polytech Univ, Open Lab Deep Mine Construct, Jiaozuo, Peoples R China. 2.Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore. 3.Shaoxing Univ, Sch Civil Engn, Shaoxing, Peoples R China.
推荐引用方式 GB/T 7714	Li, Yingchun,Wu, Wei,Li, Bo. An Analytical Model for Two-Order Asperity Degradation of Rock Joints Under Constant Normal Stiffness Conditions[J]. ROCK MECHANICS AND ROCK ENGINEERING,2018,51:1431-1445.
APA	Li, Yingchun,Wu, Wei,&Li, Bo.(2018).An Analytical Model for Two-Order Asperity Degradation of Rock Joints Under Constant Normal Stiffness Conditions.ROCK MECHANICS AND ROCK ENGINEERING,51,1431-1445.
MLA	Li, Yingchun,et al."An Analytical Model for Two-Order Asperity Degradation of Rock Joints Under Constant Normal Stiffness Conditions".ROCK MECHANICS AND ROCK ENGINEERING 51(2018):1431-1445.

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