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再生集料水稳碎石配合比设计与强度规律的试验研究
引用本文:扈惠敏,孙业香.再生集料水稳碎石配合比设计与强度规律的试验研究[J].合肥工业大学学报(自然科学版),2009,32(2).
作者姓名:扈惠敏  孙业香
作者单位:1. 合肥工业大学,土木与水利工程学院,安徽,合肥,230009
2. 安徽省港航勘测设计院,安徽,合肥,230011
基金项目:中国建设部科研资助项目 
摘    要:水泥稳定碎石具有强度高、整体性好的优点,是高等级道路基层的主要材料.将废弃混凝土加工的再生集料,用于道路基层,是解决废弃混凝土的一个有效的方法.文章采用体积法进行再生集料水泥稳定碎石的配合比设计,论证再生集料水泥稳定碎石强度发展规律及再生集料工程应用的可行性,推荐适用于工程实际的配合比参数.

关 键 词:再生集料  水稳碎石  配合比设计  强度  试验

Experimental research on the design of the mix proportion of recycled cement-stabilized aggregates and the strength rule
HU Hui-min,SUN Ye-xiang.Experimental research on the design of the mix proportion of recycled cement-stabilized aggregates and the strength rule[J].Journal of Hefei University of Technology(Natural Science),2009,32(2).
Authors:HU Hui-min  SUN Ye-xiang
Institution:1.School of Civil Engineering;Hefei University of Technology;Hefei 230009;China;2.Anhui Provincial Institute of Harbour & Channel Survey and Design;Hefei 230011;China
Abstract:With the advantages of high strength and good integrity,cement-stabilized aggregates are the primary material for the basecourse of the high-grade roads.Using the recycled aggregates processed by abundant concrete in the basecourse is an effective method to deal with the problem of abandoned concrete.This paper designs the mix proportion of recycled cement-stabilized aggregates by the volume method.The development rule of strength of the recycled cement-stabilized aggregates and the feasibility of applying ...
Keywords:recycled aggregate  cement-stabilized aggregate  mix proportion design  strength  experiment  
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