| 洛南高速公路级配碎石配合比设计方法对比研究 |
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| 引用本文： | 王书杰. 洛南高速公路级配碎石配合比设计方法对比研究[J]. 交通标准化, 2014, 0(11): 133-135 |
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| 作者姓名： | 王书杰 |
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| 作者单位： | 交通运输部科学研究院; |
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| 摘 要： | 结合工程实例,通过对级配碎石两种不同的成型方法（重型击实法与振动成型法）的试验指标进行对比,以确定一种对本项目级配碎石最合理、最适用的设计方法.
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| 关 键 词： | 级配碎石 配合比 设计方法 高速公路 |
Comparative Study on Mix Proportion Design Method of Graded Broken Stone in Luonan Expressway |
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| WANG Shu-jie. Comparative Study on Mix Proportion Design Method of Graded Broken Stone in Luonan Expressway[J]. Communications Standardization, 2014, 0(11): 133-135 |
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| Authors: | WANG Shu-jie |
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| Affiliation: | WANG Shu-jie (China Academy of Transportation Sciences, Beijing 100029, China) |
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| Abstract: | Combined with engineering practice, the test indicators of two different molding methods for graded broken stone, heavy compaction method and vibration moulding method, are compared, in order to determine the most reasonable and appropriate design method for graded broken stone of this project. |
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| Keywords: | graded broken stone mix proportion design method expressway |
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