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沥青路面冷再生试验研究
引用本文:朱止波,王捷,王建宾,李晓明.沥青路面冷再生试验研究[J].现代交通技术,2007,4(1):8-11.
作者姓名:朱止波  王捷  王建宾  李晓明
作者单位:1. 东南大学交通学院,江苏,南京,210096
2. 无锡路中养护工程公司,江苏,无锡,214000
摘    要:根据旧路调查和FWD弯沉测试结果,确定再生深度,形成了水泥全深度冷再生、泡沫沥青全深度冷再生和泡沫沥青再生3种旧路面层的冷再生方案。确定了稳定剂最佳剂量的选择方法.初步形成冷再生混合料的配合比设计方法。

关 键 词:沥青路面  冷再生  全深再生  泡沫沥青混合料  配合比设计
文章编号:1672-9889(2007)01-0008-04
修稿时间:2006-05-23

Experimental Study on Cold-recycled Mixture in Asphalt Pavement
Zhu Zhibo,Wang Jie,Wang Jianbin,Li Xiaoming.Experimental Study on Cold-recycled Mixture in Asphalt Pavement[J].Modern Transportation Technology,2007,4(1):8-11.
Authors:Zhu Zhibo  Wang Jie  Wang Jianbin  Li Xiaoming
Institution:1 .Transportation College of Southeast University, Nanjing 210096, China; 2.Wuxi Luzhong Road Maintenance Engineering Company, Wuxi 214000, China
Abstract:According to the results of investigating old pavement and deflection test, the recycling depth is ascertained. Then three schemes are put forward including full depth reclamation with cement stabilized,full depth reclamation with foamed asphalt stabilized and the reclamation of old asphalt pavement with foamed asphalt stabilized.The method of how to choose the optimum dise of stabilizers is confirmed,and the mix design method of cold recycled mixture is put forward.
Keywords:asphalt pavement  cold recycling  full depth reclamation  foamed asphalt mixture  mix design
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