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	Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions
	Li, Xibing; Feng, Fan*; Li, Diyuan*; Du, Kun; Ranjith, P. G.; Rostami, Jamal
刊名	Rock Mechanics and Rock Engineering
	2018
卷号	51期号:5页码:1321-1345
关键词	True-triaxial unloading Sample height-to-width ratios Intermediate principal stress Failure modes Failure criterion Rockburst
ISSN号	0723-2632
DOI	10.1007/s00603-018-1414-4
URL标识	查看原文
WOS记录号	WOS:000431174000002;EI:20181504998306
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3331700
专题	中南大学
作者单位	1.[Du, Kun 2.Li, Xibing 3.Li, Diyuan 4.Feng, Fan] Cent S Univ, Sch Resources & Safety Engn, Changsha, Hunan, Peoples R China.
推荐引用方式 GB/T 7714	Li, Xibing,Feng, Fan*,Li, Diyuan*,et al. Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions[J]. Rock Mechanics and Rock Engineering,2018,51(5):1321-1345.
APA	Li, Xibing,Feng, Fan*,Li, Diyuan*,Du, Kun,Ranjith, P. G.,&Rostami, Jamal.(2018).Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions.Rock Mechanics and Rock Engineering,51(5),1321-1345.
MLA	Li, Xibing,et al."Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions".Rock Mechanics and Rock Engineering 51.5(2018):1321-1345.

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