| 沥青碎石柔性基层配合比设计探讨 |
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| 引用本文： | 杨正军.沥青碎石柔性基层配合比设计探讨[J].交通标准化,2009(15):114-117. |
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| 作者姓名： | 杨正军 |
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| 作者单位： | 河北路桥四分公司,河北邢台054000 |
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| 摘 要： | 针对沥青稳定碎石柔性基层在高速公路中的应用现状，研究从沥青、石料的选择方面科学合理地进行柔性基层的配合比设计，可为柔性基层在国内的推广奠定基础。
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| 关 键 词： | 柔性基层 配合比 设计 |
Asphalt Macadam Flexible Base Mixing Ratio Design |
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| YANG Zheng-jun.Asphalt Macadam Flexible Base Mixing Ratio Design[J].Communications Standardization,2009(15):114-117. |
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| Authors: | YANG Zheng-jun |
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| Institution: | YANG Zheng-jun (Hebei Highway ＆ Bridge the 4th Branch, Xingtai 054000, China) |
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| Abstract: | In allusion to the current application situation of asphalt treated macadam base in expressway, the selection of asphalt and stone is analyzed to conduct mixing design of flexible base. It can lay a basis for the domestic popularization of flexible base. |
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| Keywords: | flexible base mixing ratio design |
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