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水泥乳化沥青稳定碎石收缩特性研究
引用本文:殷川. 水泥乳化沥青稳定碎石收缩特性研究[J]. 国防交通工程与技术, 2008, 6(2): 28-31
作者姓名:殷川
作者单位:第二炮兵士官学校四系,山东,青州,262500
基金项目:河北省交通厅交通科技计划重点项目
摘    要:针对当前水泥稳定碎石基层干缩、温缩较大引起的反射裂缝问题,提出了一种抗收缩能力较强的新型基层材料;水泥乳化沥青复合胶浆稳定碎石。分析半刚性基层的收缩机理和水泥乳化沥青稳定碎石的微观结构后,进行了干缩试验和温缩试验,最后利用室内试验结果计算了水泥稳定碎石和水泥乳化沥青稳定碎石两种混合料作为基层应用时的干缩应力和温缩应力。通过分析比较,水泥乳化沥青稳定碎石的干缩应力和温缩应力更小,表明其抗收缩性能更好。能较好地延缓基层开裂。

关 键 词:水泥乳化沥青稳定碎石  温度收缩  干燥收缩  试验  应力
文章编号:1672-3953(2008)02-0028-04
修稿时间:2007-12-21

Research into the Shrinking Characteristics of Cement-Emulsified Asphalt Stabilizing Crushed Stones
Yin Chuan. Research into the Shrinking Characteristics of Cement-Emulsified Asphalt Stabilizing Crushed Stones[J]. Traffic Engineering and Technology for National Defence, 2008, 6(2): 28-31
Authors:Yin Chuan
Affiliation:Yin Chuan(The Sergeant School of the Second Artillery Force of the PLA,Qingzhou 262500,China)
Abstract:Aiming at solving the reflection cracking problem of the cement stabilizing crushed stone base course caused by dry shrinkage and temperature-caused shrinkage, new materials for the base course: the cement-emulsified asphalt compound stabilizing crushed stones, which are stronger in anti-shrinkage capability, are suggested in the paper. Upon the basis of analyzing the shrinking mechanism of the semi-rigid base course and the microstructure of the cement-emulsified asphalt stabilizing crushed stones, the dry...
Keywords:cement-emulsified asphalt stabilizing crushed stones  dry shrinkage  temperature-caused shrinkage  experiment  stress  
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