首页> 中文期刊> 《寒旱区科学(英文版)》 >The biaxial compression mechanical properties of crushed rock

The biaxial compression mechanical properties of crushed rock

         

摘要

Crushed rock subgrade, as one of the roadbed-cooling methods, has been widely used in the Qinghai-Tibet Railway. Much attention has been paid on the cooling effect of crushed rock; however, the mechanical properties of crushed rock are somehow neglected. Based on the discrete element method, biaxial compression test condition for crushed rock is compiled in FISH language in PFC2D , and the natural shape of crushed rock is simulated with super particle "cluster". The effect of particle size, crushed rock strength and confining pressure level on overall mechanical properties of the crushed rock aggregate are respectively analyzed. Results show that crushed rock of large particle size plays an essential framework role, which is mainly responsible for the deformation of crushed rock aggregate. The strength of gravel has a great influence on overall mechanical properties which means that strength attenuation caused by the freeze thaw cycles cannot be ignored. The stress-strain curves can be divided into two stages including shear contraction and shear expansion at different confining pressures.

著录项

  • 来源
    《寒旱区科学(英文版)》 |2013年第4期|433-439|共7页
  • 作者单位

    School of Civil Engineering of Beijing Jiaotong University, Beijing 100044, China;

    School of Civil Engineering of Beijing Jiaotong University, Beijing 100044, China;

    School of Civil Engineering of Beijing Jiaotong University, Beijing 100044, China;

  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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