中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on damage of rock samples with single-hole under uniaxial compression condition

文献类型:会议论文

作者Xie, Bing1; Tong, Huaifeng1; Xia, Xiang2
出版日期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
DOI10.4028/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
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.

入库方式: OAI收割

来源:武汉岩土力学研究所

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