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橡胶沥青混合料RAC-G级配空隙率变化

黄明 郑茂 李彦伟 黄卫东

长沙理工大学学报:自然科学版2012,Vol.9Issue(1):23-28,6.
长沙理工大学学报:自然科学版2012,Vol.9Issue(1):23-28,6.

橡胶沥青混合料RAC-G级配空隙率变化

Air void variation of asphalt rubber mixture grade RAC-G

黄明 1郑茂 2李彦伟 3黄卫东1

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. 四川省交通厅交通勘察设计研究院,成都610000
  • 3. 河北省石家庄市交通运输局,石家庄050051
  • 折叠

摘要

Abstract

RAC-G is one the variation law of void of the specific gradations of asphalt rubber. This study focused on ratio of 9.5 mm RAC-G caused by key size sieve pass rate changes through Marshall Tests. The results showed that oil-aggregate ratio should be controlled at 8.5%-9.5% to ensure RAC-G void ratio was within 3M to 6% range; when oil-aggregate ratio increased every 0.5%, void ratio of asphalt rubber mixture reduced by 0. 9% to 1.2%. Under the premise that the content of 2.36-4.75 mm is strictly controlled below 12%, we can control void ratio by adjusting the relative content of the coarse aggregate (4.75-9.5 mm) and aggregate≤2.36 mm. Compared with ARAC, 9.5 mm RAC-G grad- uation has a much better performance on resisting fatigue cracks and reflective cracks when applied to ultra-thin overlay or stress absorbing layer.

关键词

空隙率/级配/RAC-G/橡胶沥青/油石比

Key words

void ratio gradation RAC-G/asphalt rubber/oil-aggregate ratio

分类

交通工程

引用本文复制引用

黄明,郑茂,李彦伟,黄卫东..橡胶沥青混合料RAC-G级配空隙率变化[J].长沙理工大学学报:自然科学版,2012,9(1):23-28,6.

基金项目

国家自然科学基金资助项目 ()

长沙理工大学学报:自然科学版

OACSTPCD

1672-9331

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