中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2003, Vol. 22 ›› Issue (2): 54-57.

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Mechanical characteristics of grade sand-gravel base course under cyclic loading

MEI Ying-jun,LIANG Nai-xing   

  1. Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2002-07-01 Revised:2015-05-18 Online:2003-06-15 Published:2015-05-18

反复荷载作用下级配砂砾石基层的力学性能分析

梅迎军,梁乃兴   

  1. 重庆交通学院,重庆 400074
  • 作者简介:梅迎军(1976—),湖北黄冈人,硕士生,从事路基路面工程研究

Abstract: According to the dates and wreck samples that were obtained from triaxial test and CBR test, this paper analyses the deformation characteristics of grade sand-gravel base course under cyclic loading .At the same time from the view of energy put out that the deformation of sand-gravel base course can assumed the two fellowing:one is elasticity deformation, the other is similarity elasticity deformation.This ansys is very useful when consider the deformation of sand-gravel base course

Key words: sand gravel, stability , dilatancy deformation, granular material

摘要: 根据三轴试验及抗压强度试验所得的数据和试验后试样破坏情况,分析了级配砂砾石在反复荷载作用下的变形特性,并从能量势的角度提出砂砾石基层的塑性变形可分为永久变形和似弹性变形,这一分析对考虑基层的变形有很大意义

关键词: 砂砾石, 稳定性, 剪胀剪缩, 散粒体

CLC Number: