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沥青稳定碎石基层力学特性及路用性能研究
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(14).
作者姓名:魏建明  吴坤  钱磊
作者单位:重庆交通大学土木建筑学院
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。

关 键 词:劈裂强度  回弹模量  碎石  基层

Mechanics Characteristics and Performance of Asphalt Stabilized Macadam Base
WEI Jian-ming,WU Kun,QIAN Lei.Mechanics Characteristics and Performance of Asphalt Stabilized Macadam Base[J].Communications Standardization,2008(14).
Authors:WEI Jian-ming  WU Kun  QIAN Lei
Institution:WEI Jian-ming; WU Kun; QIAN Lei(School of Civil Engineering & Architecture; Chongqing Jiaotong University; Chongqing 400074; China);
Abstract:As important indexes reflecting mechanics property of material,splitting strength and res-ilient 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 mate-rial.It can provide reference for the application of this kind of base.
Keywords:splitting strength  resilient modulus  macadam  base
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