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乳化沥青水泥稳定碎石的干缩性能

黄琴龙 杨壮 李敏

华东交通大学学报2017,Vol.34Issue(1):92-98,7.
华东交通大学学报2017,Vol.34Issue(1):92-98,7.

乳化沥青水泥稳定碎石的干缩性能

Dry Shrinkage Performance of Emulsified Asphalt Cement Stabilized Macadam

黄琴龙 1杨壮 1李敏2

作者信息

  • 1. 同济大学道路与交通工程教育部重点实验室,上海 201804
  • 2. 山西运城路桥有限责任公司,山西 运城 044000
  • 折叠

摘要

Abstract

Based on the test methods with dial gage and bracket,laboratory experiments were done to study the dry shrinkage performance of emulsified asphalt cement stabilized macadam, the water loss rate, dry shrinkage strain and coefficient of mixtures with different cement contents and emulsified asphalt contents were analyzed. The test results show that the incorporation of emulsified asphalt could make water loss rate, dry shrinkage strain and coefficient of cement stabilized macadam decrease significantly. The dry shrinkage coefficient of mixtures has great variation at early stage, so it is suggested that mixtures should have enough water contents in the period of two weeks after the construction of emulsified asphalt cement stabilized macadam base.

关键词

路面工程/水泥稳定碎石/乳化沥青/收缩性能

Key words

pavement engineering/cement stabilized macadam/emulsified asphalt/shrinkage performance

分类

交通工程

引用本文复制引用

黄琴龙,杨壮,李敏..乳化沥青水泥稳定碎石的干缩性能[J].华东交通大学学报,2017,34(1):92-98,7.

基金项目

山西省交通运输厅科技计划项目(2016-1-1) (2016-1-1)

华东交通大学学报

OACSTPCD

1005-0523

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