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Crack initiation stress and strain of jointed rock containing multi-cracks under uniaxial compressive loading: A particle flow code approach

Crack initiation stress and strain of jointed rock containing multi-cracks under uniaxial compressive loading: A particle flow code approach

作     者:范祥 KULATILAKE P H S W 陈新 曹平 FAN Xiang;KULATILAKE P H S W;CHEN Xin;CAO Ping

作者机构:School of Resources and Safety Engineering Central South University Rock Mass Modeling and Computational Rock Mechanics LaboratoriesUniversity of Arizona School of Mechanics and Civil Engineering China University of Mining and Technology (Beijing) 

出 版 物:《Journal of Central South University》 (中南大学学报(英文版))

年 卷 期:2015年第22卷第2期

页      面:638-645页

核心收录:

学科分类:08[工学] 080102[工学-固体力学] 0801[工学-力学(可授工学、理学学位)] 

基  金:Project(11102224)supported by the National Natural Science Foundation of China Project(201206370124)supported by the China Scholarship Council,China 

主  题:jointed rock multi flaws uniaxial loading PFC3D model crack initiation stress(SCI B) axial strain at crack initiation 

摘      要:The ratio of crack initiation stress to the uniaxial compressive strength(SCI,B/SUC,B) and the ratio of axial strain at the crack initiation stress to the axial strain at the uniaxial compressive strength(B,UCB,CI,A,A/SSSS) were studied by performing numerical stress analysis on blocks having multi flaws at close spacing s under uniaxial loading using PFC3 D. The following findings are obtained: SCI,B/SUC,B has an average value of about 0.5 with a variability of ± 0.1. This range agrees quite well with the values obtained by former research. For joint inclination angle, β=90°,B,UCB,CI,A,A/SSSS is found to be around 0.48 irrespective of the value of joint continuity factor, k. No particular relation is found betweenB,UCB,CI,A,A/SSSS and β; however, the average B,UCB,CI,A,A/SSSS seems to slightly decrease with increasing k. The variability ofB,UCB,CI,A,A/SSSS is found to increase with *** on the cases studied in this work,B,UCB,CI,A,A/SSSS ranges between 0.3 and 0.5. This range is quite close to the range of 0.4to 0.6 obtained for SCI,B/SUC,B. The highest variability of ± 0.12 forB,UCB,CI,A,A/SSSS is obtained for k=0.8. For the remaining k values the variability ofB,UCB,CI,A,A/SSSS can be expressed within ± 0.05. This finding is very similar to the finding obtained for the variability of SCI,B/SUC,B.

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