| 沥青稳定碎石基层力学特性及路用性能研究 |
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| 引用本文： | 魏建明,吴坤,钱磊.沥青稳定碎石基层力学特性及路用性能研究[J].交通标准化,2008(23):143-146. |
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| 作者姓名： | 魏建明 吴坤 钱磊 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆400074 |
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| 摘 要： | 通过对路用材料力学性能的两个重要指标，即劈裂强度和抗压回弹模量进行试验研究，以期对沥青碎石基层混合料的力学性能增加了解．同时与半刚性基层材料的相应数据进行对比分析．可为此类基层的推广应用提供参考。
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| 关 键 词： | 劈裂强度 回弹模量 碎石 基层 |
Mechanics Characteristics and Performance of Asphalt Stabilized Macadam Base |
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| WEI Jian-ming,WU Kun,QIAN Lei.Mechanics Characteristics and Performance of Asphalt Stabilized Macadam Base[J].Communications Standardization,2008(23):143-146. |
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| Authors: | WEI Jian-ming WU Kun QIAN Lei |
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| Institution: | (School of Civil Engineering ＆ Architecture, Chongqing Jiaotong University, Chongqing 400074, China) |
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| Abstract: | As important indexes reflecting mechanics property of material, splitting strength and resilient modulus are conducted experimental research so as to be informed of the mechanics performance of asphalt stabilized macadam base. Meanwhile the test data are contrasted with those of semi-rigid base material. It can provide reference for the application of this kind of base. |
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| Keywords: | splitting strength resilient modulus macadam base |
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