| 密级配沥青混合料AC—10C的适宜压实厚度试验研究 |
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| 引用本文： | 胡红波.密级配沥青混合料AC—10C的适宜压实厚度试验研究[J].交通标准化,2008(7):19-22. |
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| 作者姓名： | 胡红波 |
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| 作者单位： | 长沙市公路管理局,湖南,长沙,410007 |
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| 摘 要： | 通过对铺筑厚度为20mm～60mm的密级配沥青混合料AC—10C常用施工工艺的分析，建立现场取芯试件空隙率和路面厚度的关系，并得出空隙率随厚度而变化的规律，对修订我国施工规范推荐的压实适宜厚度提出了试验依据。
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| 关 键 词： | 密级配AC-10C 压实厚度/公称最大粒径(t/NMAS) 适宜厚度 现场空隙率 |
Experimental Research on Suitable Compaction Thickness of Dense-grade Bituminous Mixture AC-10C |
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| HU Hong-bo.Experimental Research on Suitable Compaction Thickness of Dense-grade Bituminous Mixture AC-10C[J].Communications Standardization,2008(7):19-22. |
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| Authors: | HU Hong-bo |
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| Institution: | HU Hong-bo (Changsha Highway Administration Bureau, Changsha 410007, China) |
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| Abstract: | Through analyzing common construction technique of dense-grade bituminous mixture AC- 10C which varies from 20mm to 60mm in pavement thickness, the relations between the air voids of field core test samples and the pavement thickness are established, and the change law of air void with the thickness is deduced, which provides the experimental basis for revising the suggested suitable thickness in the standard of our country. |
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| Keywords: | dense-grade AC-10C compaction thickness/nominal maximum aggregate size （t/NMAS） suitable thickness field air voids |
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