中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Strength behaviour of rockmass containing coplanar close intermittent joints under direct shear condition

文献类型:会议论文

作者Ren, Weizhong1; Wang, Yonggang1; Feng, Yong3; Chen, Hao; Chen, Jingqin1,2; Johnho
出版日期2007
会议日期MAY 27-31, 2007
会议地点Busan, SOUTH KOREA
关键词direct shear condition coplanar close intermittent joints deformation and failure mechanism strength at fracture initiation communicating destruction strength
DOI10.4028/www.scientific.net/KEM.345-346.1425
页码1425
英文摘要Based on the results of model tests, the deformation and facture mechanisms of brittle rockmass containing coplanar close intermittent joints under direct shear condition were analysed, then the incipient crack strength and communicating destruction criterion of such rockmass were proposed in this paper. It was shown that the computing results suited the real measuring values well by comparing them, which indicated the criterions was reasonable reliable and has both the theory and construction significances.
会议录MECHANICAL BEHAVIOR OF MATERIALS X, PTS 1AND 2
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Materials Science
WOS记录号WOS:000247370400336
源URL[http://119.78.100.198/handle/2S6PX9GI/4451]  
专题岩土力学所知识全产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech ;
2.Sinotech Engn Consultants Inc;
3.China Univ Geosci, Fac Engn
推荐引用方式
GB/T 7714
Ren, Weizhong,Wang, Yonggang,Feng, Yong,et al. Strength behaviour of rockmass containing coplanar close intermittent joints under direct shear condition[C]. 见:. Busan, SOUTH KOREA. MAY 27-31, 2007.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。