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	Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model
	Zhang Q.-Q.; Feng R.-F.; Xu Z.-H.; Liu S.-W.; Qian J.-G.
刊名	Geotechnical and Geological Engineering
	2018
关键词	Anchor cables Failure surface Generalized Hoek–Brown strength failure criterion Limit equilibrium method Ultimate pullout capacity
DOI	10.1007/s10706-018-00782-0
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/4567977
专题	山东大学
作者单位	Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, 250061, China, Key Laboratory of Geotechnical an
推荐引用方式 GB/T 7714	Zhang Q.-Q.,Feng R.-F.,Xu Z.-H.,et al. Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model[J]. Geotechnical and Geological Engineering,2018.
APA	Zhang Q.-Q.,Feng R.-F.,Xu Z.-H.,Liu S.-W.,&Qian J.-G..(2018).Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model.Geotechnical and Geological Engineering.
MLA	Zhang Q.-Q.,et al."Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model".Geotechnical and Geological Engineering (2018).

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