| 沥青稳定基层混合料抗变形能力试验研究 |
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| 引用本文： | 李怀月.沥青稳定基层混合料抗变形能力试验研究[J].中南公路工程,2006,31(5):40-42,51. |
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| 作者姓名： | 李怀月 |
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| 作者单位： | 河北省邢台路桥建设总公司,河北邢台054001 |
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| 摘 要： | 在分析含沥青稳定基层结构的全厚式沥青路面温度特性基础上，得出沥青基层混合料性能试验的合理温度，结合蠕变试验，分析了温度和级配对沥青基层混合料抗永久变形能力的影响，结果表明骨架密实级配比连续级配抗永久变形能力强。
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| 关 键 词： | 沥青稳定基层 抗变形能力 试验 |
| 文章编号： | 1002-1205（2006）05-0040-03 |
| 收稿时间： | 2004-08-01 |
| 修稿时间： | 2004-08-01 |
Experimentation Research of the Resistance to Deformation of Bituminous Stabilized Base Mixtures |
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| LI Huaiyue.Experimentation Research of the Resistance to Deformation of Bituminous Stabilized Base Mixtures[J].Central South Highway Engineering,2006,31(5):40-42,51. |
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| Authors: | LI Huaiyue |
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| Institution: | Road and Bridge Construction Company of Hebei Xingtai, Xingtai 054001, China |
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| Abstract: | After analyzing on temperature characteristic of bituminous stabilized base of full-depth asphalt pavement, reasonable experimentation temperature of bituminous base mixtures is attained. Combined with creep testing, impaction of temperature and grade-level on the resistance to deformation of bituminous base mixtures is analyzed. It indicates that the capability of the resistance to deformation of framework dense grade is better than that of continuum dense grade. |
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| Keywords: | bituminous stabilized base resistance to deformation experimentation research |
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