华东交通大学学报2017，Vol.34Issue(2)：54-59,6.
乳化沥青水泥稳定碎石的强度特性及影响因素
Strength Properties and Influence Factors of Cement and Emulsified Asphalt Stabilized Macadam
摘要
Abstract
Laboratory tests were conducted to study the strength properties and influence factors of cement and emulsified asphalt stabilized macadam. Considering unconfined compressive strength (UCS),this paper analyzed the influence rules of mixture strength on the proportion of cement and emulsified asphalt ,curing temperatures and forming retard time,and presented prediction models of mixture strength,which can precisely predict the UCS of cement and emulsified asphalt stabilized macadam under different ages. Test results revealed that the re-duction of cement contents or the increase of emulsified asphalt contents can significantly reduce the mixture strength;higher temperatures provide condition for the formation of forepart strength of mixture. In order to en-sure the engineering quality,it's suggested to mix the cement and emulsified asphalt stabilized macadam by op-timum amount of water. The forming retard time should be controlled within 2 hours ,and the curing conditions of mixtures should be guaranteed at early stage,especially 14 days after compaction of mixtures.关键词
道路工程/水泥稳定碎石/乳化沥青/强度特性Key words
road engineering/cement stabilized macadam/emulsified asphalt/strength property分类
交通工程引用本文复制引用
黄琴龙,古小明,杨壮,杨传景..乳化沥青水泥稳定碎石的强度特性及影响因素[J].华东交通大学学报,2017,34(2):54-59,6.基金项目
山西省交通运输厅科技计划项目(20160101) （20160101）
