中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental studies on mechanical properties of rock joints under dynamic loading

文献类型:会议论文

作者Li Hai-bo; Feng Hai-peng; Liu Bo; Li Junru
出版日期2006
会议日期2006-09-26
会议地点Cheju Isl, SOUTH KOREA
关键词rock joints dynamic loading undulation angle shear velocity shear strength and stiffness
DOI10.4028/www.scientific.net/KEM.326-328.1709
页码1709-1712
英文摘要In order to study the strength and deformation properties of rock joint under different shear velocities, normal stresses and undulation angles, series testes are conducted by a RMT-150C testing machines with artificial concrete rock joint samples in the present paper. Base on the experimental results, it can be found that the peak shear strengths decrease with the increment of shear velocity, and the decreasing rates tend to decrease with the increasing shear velocity. The shear strength of rock joints increase with the increasing undulation angles, and linearly increase with the increment of normal stress. It is also indicated that the shear stiffness increase with the increasing normal stress, undulation angle as well as the shear velocity with a decreasing tendency.
会议录Experimental Mechanics in Nano and Biotechnology, Pts 1 and 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Biotechnology & Applied Microbiology ; Engineering ; Science & Technology - Other Topics ; Materials Science
WOS记录号WOS:000243448201196
源URL[http://119.78.100.198/handle/2S6PX9GI/4417]  
专题岩土力学所知识全产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Li Hai-bo,Feng Hai-peng,Liu Bo,et al. Experimental studies on mechanical properties of rock joints under dynamic loading[C]. 见:. Cheju Isl, SOUTH KOREA. 2006-09-26.

入库方式: OAI收割

来源:武汉岩土力学研究所

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