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旧水泥混凝土再生集料作水稳基层路用性能改善研究
引用本文:吴志刚,刘晓姗,汪怡然,丛铖东.旧水泥混凝土再生集料作水稳基层路用性能改善研究[J].交通标准化,2013(2):50-53.
作者姓名:吴志刚  刘晓姗  汪怡然  丛铖东
作者单位:北京工业大学交通研究中心,北京,100124
摘    要:旧水泥混凝土再生集料改善主要解决再生集料吸水率问题.对再生集料的基本性能研究分为普通再生集料和球磨再生集料.水稳再生集料的抗压强度试验包括击实试验和无侧限抗压强度试验.水泥稳定再生集料的干燥收缩率是评价结合料耐久性的一个重要指标.

关 键 词:再生混凝土集料  水泥稳定基层  无侧限抗压强度  干缩应变  路用性能

Research on Road Performance Improvement of Recycle Concrete Aggregate as Cement Stabilized Base Course
WU Zhi-gang,LIU Xiao-shan,WANG Yi-ran and CONG Cheng-dong.Research on Road Performance Improvement of Recycle Concrete Aggregate as Cement Stabilized Base Course[J].Communications Standardization,2013(2):50-53.
Authors:WU Zhi-gang  LIU Xiao-shan  WANG Yi-ran and CONG Cheng-dong
Institution:(Transportation Research Center of Beijing University of Technology,Beijing 100124,China)
Abstract:Improvement of recycled aggregate of old cement concrete is mainly to settle the issue of water absorption rate. Study on the basic properties of recycled aggregate is divided into ordinary recycled aggregate and milling one. The compressive strength test of water stable aggregate includes compaction test and unconfined compressive strength test. Drying shrinkage of cement stabilized recycled aggregate is an important indicator to evaluating the binding material durability.
Keywords:recycle concrete aggregate  cement stabilized base course  unconfined compressive strength  shrinkage strain  road performance
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