中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on basic mechanical behaviors of rocks at low temperatures

文献类型:会议论文

作者Li, QS; Xu, GM; Hu, YH; Chang, XX
出版日期2006
会议日期APR 04-06, 2005
会议地点Bali, INDONESIA
关键词frozen temperature rock uniaxial compressive test and triaxial compressive test
页码1479-1484
英文摘要Basic mechanical behaviors of rocks at different temperatures and with differer are required to be investigated for studying and designing rock engineering in cold regions. in this paper, two typical rocks, i.e., red sandstone and shale sampled from Jiangxi and Hubei in China, respectively, are tested by uniaxial and triaxial compressive tests at different temperatures ranging from 20 degrees C to -20 degrees C and in dry and fully saturated states. The test results show the different behaviors of them. The values of the uniaxial and triaxial compressive strengths, Young's modulus, cohesion, and friction angle, increase with the lowering of the testing temperatures, but the tendencies are different for these two kinds of rock.
会议录FRACTURE AND STRENGTH OF SOLIDS VI, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地ZURICH-UETIKON
语种英语
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000236852900247
源URL[http://119.78.100.198/handle/2S6PX9GI/4432]  
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Chinese Acad Sci, Inst Rock & Soil Mech ; Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Res Inst
推荐引用方式
GB/T 7714
Li, QS,Xu, GM,Hu, YH,et al. Study on basic mechanical behaviors of rocks at low temperatures[C]. 见:. Bali, INDONESIA. APR 04-06, 2005.

入库方式: OAI收割

来源:武汉岩土力学研究所

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