Study on damage of rock samples with single-hole under uniaxial compression condition

doi:10.4028/www.scientific.net/AMR.446-449.3810

CORC > 武汉岩土力学研究所 > 中科院武汉岩土力学所 > 岩土力学所知识全产出 > 会议论文

	Study on damage of rock samples with single-hole under uniaxial compression condition
	Xie, Bing 1; Tong, Huaifeng 1; Xia, Xiang 2
	2012
会议日期	MAR 09-11, 2012
会议地点	Hangzhou, PEOPLES R CHINA
关键词	pfc2d uniaxial compression test damage single-hole
卷号	446-449
DOI	10.4028/www.scientific.net/AMR.446-449.3810
页码	3810
英文摘要	Numerical specimens with single-hole is established by particle flow code PFC2D and uniaxial compression tests are conducted. Studies have shown that uniaxial compressive strength of specimen with single hole is less than complete specimens. As the holes move to the end of specimen, the uniaxial compressive strength first increases and then tends to decrease.
源文献作者	Du, XL ; Zheng, JJ ; Yan, WM ; Li, Y ; Zhang, JW
会议录	TRENDS IN CIVIL ENGINEERING, PTS 1-4
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	DURNTEN-ZURICH
语种	英语
WOS研究方向	Construction & Building Technology ; Engineering ; Materials Science
WOS记录号	WOS:000308576701349
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4670]
专题	岩土力学所知识全产出_会议论文国家重点实验室知识产出_会议论文
作者单位	1.Luoyang Inst Sci & Technol, Dept Civil Engn, Luoyang 471023, Peoples R China; 2.Chinese Acad Sci, Inst Rock & Soil, State Key Lab Geomech & Geotechn Engn
推荐引用方式 GB/T 7714	Xie, Bing,Tong, Huaifeng,Xia, Xiang. Study on damage of rock samples with single-hole under uniaxial compression condition[C]. 见:. Hangzhou, PEOPLES R CHINA. MAR 09-11, 2012.