| GTM法沥青稳定碎石ATB-30配合比设计 |
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| 引用本文： | 马俊华.GTM法沥青稳定碎石ATB-30配合比设计[J].交通标准化,2010(1):57-61. |
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| 作者姓名： | 马俊华 |
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| 作者单位： | 邢台市公路管理处,河北,邢台,054001 |
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| 摘 要： | 通过对GTM法配合比设计与马歇尔方法的比较分析，阐释GTM的优越性，并总结出一些相关的施工经验，可为今后更好地推广应用该方法奠定基础。
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| 关 键 词： | GTM配合比设计 沥青稳定碎石 施工 |
Mix Ratio Design of Asphalt-stabilized Macadam ATB-30 Using GTM Method |
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| MA Jun-hua.Mix Ratio Design of Asphalt-stabilized Macadam ATB-30 Using GTM Method[J].Communications Standardization,2010(1):57-61. |
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| Authors: | MA Jun-hua |
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| Institution: | Xingtai City Highway Management Office/a>;Xingtai 054001/a>;China |
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| Abstract: | By comparing and analyzing the GTM method and Marshall method for mix design,and explaining on the superiority of GTM method,some correlative construction experiences are summarized,which set up the base for the better generalization and application of GTM method in future. |
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| Keywords: | GTM method for mix ratio design asphalt-stabilized macadam construction |
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