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风化碎石粒料材料的CBR试验研究
引用本文:王彦志,颜秉慧,韩森.风化碎石粒料材料的CBR试验研究[J].内蒙古公路与运输,2005(3):19-22.
作者姓名:王彦志  颜秉慧  韩森
作者单位:1. 赤峰市公路管理处,内蒙古,赤峰,024000
2. 长安大学
基金项目:交通部西部交通建设科技项目;课题名称:《牧区道路技术标准及路基路面典型结构的研究》.
摘    要:通过对两种风化石粒料进行的CBR试验研究,分析了粒料的级配密实度、粒径小于0.075mm含量、粒径大于4.75mm的粗集粒含量和最大粒径与CBR值的关系,结果表明风化碎石粒料的CBR值与它的级配、密实度、小于0.075mm集料含量、大于4.75mm的集料含量和最大粒径有很大的相关性。

关 键 词:牧区道路  风化粒料  CBR试验  影响因素  研究
文章编号:1005-0574-(2005)03-0019-04
收稿时间:2005-06-07
修稿时间:2005-08-02

Trial study on the CBR test on granular materials from weathered crushed rock
WANG Yan-zhi,YAN Bing-hui,HAN Sen.Trial study on the CBR test on granular materials from weathered crushed rock[J].Highways & Transportation in Inner Mongolia,2005(3):19-22.
Authors:WANG Yan-zhi  YAN Bing-hui  HAN Sen
Abstract:Based on the trial study on two materials taken from weathered rock, the density of material gradation, and the content of grain size less than 0. 0075 mm, the content of grain size more than 4. 75 mm, and the relationship between the maximum size and CBR values are discussed in this article. The test results have shown that the CBR value of these weathered materials has a close correlation with the gradation of aggregates, the content of grain size less than 0. 0075 mm, the content of grain size more than 4.75 mm, and the maximum size.
Keywords:pasture road  weathered granular materials  CBR test  influenced factors  study
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