| 沥青稳定碎石ATB-30柔性基层的配合比设计 |
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| 引用本文： | 李天竞. 沥青稳定碎石ATB-30柔性基层的配合比设计[J]. 山西建筑, 2008, 34(19) |
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| 作者姓名： | 李天竞 |
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| 作者单位： | 贵州高速公路开发总公司,贵州贵阳,550004 |
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| 摘 要： | 介绍了ATB-30结构特点,阐述了ATB-30沥青稳定碎石混合料的矿料组成设计、油石配比选择,并对目标配比进行了检验,达到了合理配比指导施工的目的,对类似工程有积极的借鉴意义。
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| 关 键 词： | ATB-30 沥青混合料 配合比设计 配比检验 |
The design of bituminous stabilized macadam ATB30 flexibility base mix proportion |
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| LI Tian-jing. The design of bituminous stabilized macadam ATB30 flexibility base mix proportion[J]. Shanxi Architecture, 2008, 34(19) |
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| Authors: | LI Tian-jing |
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| Affiliation: | LI Tian-jing |
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| Abstract: | The structure characteristic of ATB-30 was introduced,mine material composition design and oilstone ratio selection of ATB-30 bituminous stabilized macadam mixture were explained,and tested goal ratio,reached the aim of reasonable ratio guiding construction,which can provide references for similar engineering. |
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| Keywords: | ATB-30 asphalt mixture mix proportion design ratio inspection |
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