首页> 中文期刊> 《中国科学 》 >MICROSCOPIC MECHANISM OF STRENGTH REDUCTION OF ROCKS

MICROSCOPIC MECHANISM OF STRENGTH REDUCTION OF ROCKS

         

摘要

Uniaxial compression tests have been conducted on Jinan gabbro at six different axial strain rates ranging from 10-8/s to 10-3/s. Results show that the strength decreases by about 23% with decreasing strain rate. The stress level C0’ /or the onset of dilatancy is constant for six strain rates. When σ1Co’ ε1 and D increase with decreasing strain rate (?) under a specific stress level.Microscopic observations on the stressed rock samples reveal that the density of microcracks for the samples loaded at low strain rates is higher than that at high strain rates; in addition there are also cracks nearly perpendicular to it, which is responsible for the increase of D value.The creep test under the stress σσ1C0 confirms that the growth of microcracks in the rock has been time-dependent effects, and the steady-state creep with (?)=constant developed until the rock fails.Summing up the above reslts shows that when σC0’, the constitution law of the rockswill be time-dependent, and the

著录项

相似文献

  • 中文文献
  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号