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 |
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
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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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