| 贝雷法级配的设计探索 |
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| 引用本文： | 黄伟,李威. 贝雷法级配的设计探索[J]. 山西建筑, 2008, 34(13): 195-196 |
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| 作者姓名： | 黄伟 李威 |
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| 作者单位： | 1. 温州绕城高速公路指挥部,浙江温州,325400
2. 浙江台州市公路管理处,浙江台州,318000 |
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| 摘 要： | 在对贝雷法级配设计理论分析的基础上,分别对最大公称粒径为37.5 mm,31.5 mm及26.5 mm的三种级配用贝雷法进行了设计,以获得适当的VMA,从而保证设计的沥青混合料具有良好的抗车辙能力和耐久性。
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| 关 键 词： | 贝雷法 级配 沥青混合料 |
| 文章编号： | 1009-6825(2008)13-0195-02 |
| 修稿时间： | 2008-01-11 |
Research on the design of bailey method gradation |
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| HUANG Wei,LI Wei. Research on the design of bailey method gradation[J]. Shanxi Architecture, 2008, 34(13): 195-196 |
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| Authors: | HUANG Wei LI Wei |
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| Affiliation: | HUANG Wei LI Wei |
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| Abstract: | On base of the theoretical analysis to the bailey method gradation design,it gets the design by using bailey method to the three kinds of gradation which makes the maximum nominal grain size 37.5,31.5 and 26.5,to get the proper VMA and assure the asphalt mixture that design has the good anti-rutting ability and durability. |
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| Keywords: | bailey method gradation asphalt mixture |
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