中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Effect of non-homogeneity on limit bearing capacity of rock block

文献类型:会议论文

作者Song, Li1; Xu, Tao1,2; Xie, Yingyan3
出版日期2008
会议日期AUG 27-29, 2007
会议地点Urumqi, PEOPLES R CHINA
关键词rock block non-homogeneity limit bearing capacity numerical simulation
DOI10.4028/www.scientific.net/AMR.33-37.631
页码631
英文摘要Rock is a typical non-homogeneous material. The behavior of a rock block under compression and the process of micro-fracture in that block are phenomena of considerable interest in understanding the strength characterization of brittle rock. In this study, the effect of the non-omogeneity on limit bearing capacity of rock block based on Rock Elasto-Plastic Failure Process Analysis code (REPFPA) are simulated and investigated. Numerical simulations find out that there exists a functional relation between the heterogeneity coefficient and the limit bearing capacity of rock block. For specimens with the same heterogeneity, however, the numerical simulations show that the failure modes depend greatly on the crack initiation location, which is found to be sensitive to the local disorder features within the specimen. In addition, the characteristics of acoustic emissions with the changing of heterogeneity coefficient were also found. These identifications are crucial for better understanding and interpreting the experimental results and consequently, improve our concepts in design or analysis of rock engineering structures.
会议录ADVANCES IN FRACTURE AND MATERIALS BEHAVIOR, PTS 1 AND 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:000256659600101
源URL[http://119.78.100.198/handle/2S6PX9GI/4466]  
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.Dalian Univ, Ctr Mat Failure Modeling Res ;
2.Chinese Acad Sci, Key Lab Rock & Soil Mech ;
3.Dalian Univ, Coll Civil & Architectural Engn
推荐引用方式
GB/T 7714
Song, Li,Xu, Tao,Xie, Yingyan. Effect of non-homogeneity on limit bearing capacity of rock block[C]. 见:. Urumqi, PEOPLES R CHINA. AUG 27-29, 2007.

入库方式: OAI收割

来源:武汉岩土力学研究所

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