中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Influence of loading rate on uniaxial compression test of rock specimen with random joints

文献类型:会议论文

作者Xie, Bing1; Guo, Jinjun1; Xia, Xiang2
出版日期2012
会议日期DEC 23-25, 2011
会议地点Beihai, PEOPLES R CHINA
关键词pfc2d uniaxial compression test loading rate random joints
卷号396-398
DOI10.4028/www.scientific.net/AMR.396-398.217
页码217
英文摘要Numerical specimens with ramdom joints is established by particle flow code PFC2D and uniaxial compression tests are conducted under three different loading rate. Studies have shown that strength of uniaxial compression are all increased with the loading rate no matter what specimen is complete or with random joints. The sensitivity of changes of uniaxial compressive strength of specimen with random joints decreases with increasing of the loading rate.
源文献作者Wen, YX ; Lei, FH
会议录ADVANCES IN CHEMICAL ENGINEERING, PTS 1-3
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Engineering ; Materials Science
WOS记录号WOS:000308830100045
源URL[http://119.78.100.198/handle/2S6PX9GI/4674]  
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;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Xie, Bing,Guo, Jinjun,Xia, Xiang. Influence of loading rate on uniaxial compression test of rock specimen with random joints[C]. 见:. Beihai, PEOPLES R CHINA. DEC 23-25, 2011.

入库方式: OAI收割

来源:武汉岩土力学研究所

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