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温拌再生沥青混合料压实特性评价
引用本文:李振,徐世法,罗晓辉,季节.温拌再生沥青混合料压实特性评价[J].北京建筑工程学院学报,2010,26(1):14-19.
作者姓名:李振  徐世法  罗晓辉  季节
作者单位:北京建筑工程学院,土木与交通工程学院,北京,100044
基金项目:国家自然科学基金项目(50478097,50708003);;北京市自然科学基金项目(3073016)
摘    要:温拌再生沥青混合料是基于沥青温拌技术和再生技术发展而来的新型环保型沥青混合料.研究了基于Sasobit添加剂的温拌再生沥青混合料压实特性随压实温度和旧沥青混合料(RAP)掺量的变化规律,定量评价了旧料(RAP)掺量分别为0%、15%、30%、45%及60%在压实温度分别为140℃、130℃、120℃、110℃和100℃时温拌再生沥青混合料的体积参数的变化,确定了适合温拌再生沥青混合料的压实温度.

关 键 词:温拌再生沥青混合料  热再生沥青混合料  压实特性  对比评价

Evaluation of Compaction Characteristics of Warm-Recycled Asphalt Mixture
Li Zhen,Xu Shifa,Luo Xiaohui,Ji Jie.Evaluation of Compaction Characteristics of Warm-Recycled Asphalt Mixture[J].Journal of Beijing Institute of Civil Engineering and Architecture,2010,26(1):14-19.
Authors:Li Zhen  Xu Shifa  Luo Xiaohui  Ji Jie
Affiliation:School of Civil and Traffic Engineering;BUCEA;Beijing 100044
Abstract:Warm-recycled asphalt mixture is a new type of pavement material that can not only reduce the mixing temperature and exhaust gas emissions,but also increase the proportion of RAP addition.The compaction characteristics of warm-recycled asphalt mixture is evaluated by changing the compaction temperatures and,that is,the compaction temperatures are 140℃,130℃,120℃,110℃and 100℃,and the RAP proportions are 0%,15%,30%,45% and 60% respectively.Finally,the compaction temperature for each mixture is recommended according to the test results.
Keywords:warm-recycled asphalt mixture  hot recycled asphalt mixture  compaction characteristics  evaluation and comparison  
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