期刊论文

Mixproportion design of warm-recycled asphalt mixture

中文

武汉轻工大学学报

2095-7386

2019

38

1

107-111

10.3969/j.issn.2095-7386.2019.01.020

湖北省交通运输厅科技项目(2017-004).

本校为第一机构

选用的温拌再生沥青混合料配合比设计的方法为马歇尔试验设计法.在AC-13 C级配类型的前提下,首先通过规划求解法进行了矿质混合料的配合比设计;接着测定和计算了温拌再生沥青混合料试件的毛体积相对密度、空隙率、矿料空隙率、饱和度、稳定度和流值等指标,通过计算确定了掺加30％旧料的温拌再生沥青混合料的最佳油石比为4.73％;室内路用性能检验数据表明,该温拌再生沥青混合料适用于湖北地区高等级公路沥青路面表面层.

The method of mix proportion design of warm-recycled asphalt mixture used in this paper was Marshall test method.Under the premise of AC-13C grading type,the mix proportion design of mineral mixture was firstly carried out by planning solution;Then the Relative Volume Density,Porosity,Material Voidage,Saturation,Stability and Flow Value of warm-recycled asphalt mixture were measured and calculated.Through the calculation we determined that the optimum oil-rock ratio of warm-recycled asphalt mixture with 30%old materials was 4.78%;the test data of indoor road performance showed that the warm-re...