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稳定粉土路面基层材料的力学特性研究
引用本文:王加龙,何兆益,黄维蓉.稳定粉土路面基层材料的力学特性研究[J].重庆交通大学学报(自然科学版),2005,24(3):39-43.
作者姓名:王加龙  何兆益  黄维蓉
作者单位:重庆交通学院,土木建筑学院,重庆,400074
基金项目:交通部西部交通建设科技项目
摘    要:笔者在文中通过室内试验对水泥稳定粉土、石灰稳定粉土及固化剂稳定粉土的抗压强度、劈裂强度、弯拉强度、抗压回弹模量及弯拉回弹模量进行系统研究,得出强度和刚度增长规律,并在此基础上给出了各指标之间的线性回归方程,证明各指标之间存在良好的线性相关关系.

关 键 词:稳定粉土  强度  模量
文章编号:1001-716X(2005)03-0039-05
修稿时间:2004年4月26日

Research on the mechanic characteristic of powdered soil stabilized by binder and solidifecation power as road base course material
WANG Jia-long,HE Zhao-yi,HUANG Wei-rong.Research on the mechanic characteristic of powdered soil stabilized by binder and solidifecation power as road base course material[J].Journal of Chongqing Jiaotong University,2005,24(3):39-43.
Authors:WANG Jia-long  HE Zhao-yi  HUANG Wei-rong
Abstract:By indoor experiments,compressive strength, cracking strength, tensile strength,compressive modulus and tensile modulus of powdered soil stabilized by cernent,lime solidification powder are systemically researched. Rules of strength increasement are reached Based on that, lingered formula among all indexes are offered and shows that there are good lingered relations between all indexes.
Keywords:powdered soil  strength characteristic  modulus
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