首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material
【24h】

Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material

机译:中间主应力比对堆石料颗粒破碎的影响

获取原文
获取原文并翻译 | 示例
           

摘要

The true triaxial compression test is the three-dimensional test, where the intermediate principal stress is not less than the minor principal stress and not more than the major principal stress. The effect of the intermediate principal stress ratio (i.e., the b-value) on particle breakage of rockfill material (RFM) was investigated by conducting a series of true triaxial compression tests under the constant-p' and constant-b loading condition. It was observed that the relative breakage extent of RFM increased with an increase in confining pressure but decreased with an increase in b-value. The effect of the b-value on the particle breakage of RFM was well predicted by an empirical equation.
机译:真正的三轴压缩试验是三维试验,其中中间主应力不小于次要主应力且不大于主要主应力。中间主应力比(即b值)对堆石料(RFM)颗粒破碎的影响是通过在p-常数和b-常数载荷条件下进行一系列真正的三轴压缩试验来研究的。观察到,RFM的相对破坏程度随围压的增加而增加,但随b值的增加而减小。通过经验方程可以很好地预测b值对RFM颗粒破碎的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 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