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首页|期刊导航|东南大学学报(英文版)|钢桥面环氧沥青铺装用雾封层加碎石封层的设计与试验评估

钢桥面环氧沥青铺装用雾封层加碎石封层的设计与试验评估

郑冬 钱振东 王睿 刘阳

东南大学学报(英文版)2017,Vol.33Issue(1):101-105,5.
东南大学学报(英文版)2017,Vol.33Issue(1):101-105,5.DOI:10.3969/j.issn.1003-7985.2017.01.017

钢桥面环氧沥青铺装用雾封层加碎石封层的设计与试验评估

Design and laboratory evaluation of fog-sealed chip seal on epoxy asphalt pavement for steel bridge deck

郑冬 1钱振东 1王睿 2刘阳1

作者信息

  • 1. 东南大学智能运输系统研究中心,南京210096
  • 2. 江苏省苏州市公路管理处,苏州215007
  • 折叠

摘要

Abstract

In order to improve the surface performance of epoxy asphalt pavement (EAP) for steel bridge deck,an epoxy asphalt chip seal (ECS) covered by a cationic emulsified asphalt fog seal (i.e.,fog-sealed chip seal) is proposed and a laboratory study is conducted to design and evaluate the fog-sealed chip seal.First,the evaluation indices and methods of the chip seal on steel bridge deck pavement were proposed.Secondly,the worst pavement conditions during the maintenance time were simulated by the small traffic load simulation system MMLS3 and the short-term aging test for minimizing the failure probability of chip seal.Finally,the design parameters of fog-sealed chip seal were determined by the experimental analysis and the performance of the designed fog-sealed chip seal was evaluated in the laboratory.Results indicate that the proposed simulation method of pavement conditions is effective and the maximal load repetitions on the EAP slab specimen are approximately 925 300 times.Moreover,the designed fog-sealed chip seal can provide a dense surface with sufficient skid resistance,aggregate-asphalt adhesive performance and interlayer shearing resistance.

关键词

路面养护/复合封层/环氧沥青/试验评价/路面状况模拟/钢桥面铺装

Key words

pavement maintenance/composite seal/epoxy asphalt/laboratory evaluation/pavement condition simulation/steel bridge deck pavement

分类

交通工程

引用本文复制引用

郑冬,钱振东,王睿,刘阳..钢桥面环氧沥青铺装用雾封层加碎石封层的设计与试验评估[J].东南大学学报(英文版),2017,33(1):101-105,5.

基金项目

The National Natural Science Foundation of China(No.51378122). (No.51378122)

东南大学学报(英文版)

1003-7985

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