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硅酸盐通报 ›› 2020, Vol. 39 ›› Issue (12): 4054-4060.

• 道路材料 • 上一篇    下一篇

不同类型高模量沥青混合料抗剪性能研究

郝培文1, 王俊彪1, 曾志武1, 赵超志2, 仵涛2, 李德文2   

  1. 1.长安大学,道路结构与材料交通行业重点实验室,西安 710064;
    2.陕西省交通建设集团公司,西安 710075
  • 发布日期:2021-02-01
  • 作者简介:郝培文(1967—),男,博士,教授。主要从事道路材料与结构工程方面的研究。E-mail:pwhao@chd.edu.cn
  • 基金资助:
    陕西省交通运输厅科研项目(15-11K)

Shear Performance of Different Types of High Modulus Asphalt Mixtures

HAO Peiwen1, WANG Junbiao1, ZENG Zhiwu1, ZHAO Chaozhi2, WU Tao2, LI Dewen2   

  1. 1. Key Laboratory for Road Structure and Material of Ministry of Transport, Chang’an University, Xi’an 710064, China;
    2. Shaanxi Provincial Communication Construction Group, Xi’an 710075, China
  • Published:2021-02-01

摘要: 为了研究不同类型高模量沥青混合料抗剪性能,利用Superpave剪切试验机并按恒高度频率扫描试验(FSCH)方法测得了EME2沥青混合料和AC-20沥青混合料的复数剪切模量及相位角,根据时间-温度等效原理,利用非线性最小二乘法拟合得到了参考温度下的复数剪切模量主曲线,预测了两种高模量沥青混合料的高低温性能。通过恒高度重复剪切试验(RSCH)得到了两种高模量沥青混合料的加载末应变和剪切斜率。FSCH结果表明,两种沥青混合料的复数剪切模量均随温度的升高而降低,随荷载频率增加而增加,AC-20沥青混合料的高温抗剪性能优于EME2沥青混合料,EME2沥青混合料的常温抗变形能力优于AC-20沥青混合料;RSCH结果表明,在60 ℃条件下,AC-20沥青混合料的抗剪性能优于EME2沥青混合料。

关键词: 高模量沥青混合料, 复数剪切模量, 恒高度频率扫描试验(FSCH), 恒高度重复剪切试验(RSCH), 高低温性能

Abstract: In order to study the shear performance of different types of high modulus asphalt mixtures, the complex shear modulus and phase angle of EME2 asphalt mixture and AC-20 asphalt mixture were measured by Superpave shear testing machine according to frequency sweep test at constant height (FSCH) method. According to the time-temperature equivalent principle, the complex shear modulus master curves at reference temperature were obtained through non-linear least square regression analysis, and the master curves were used to predict the high and low temperature performance of the two types of asphalt mixtures. Through the repeated shear test at constant height (RSCH), the end load strain and shear slope of two high modulus asphalt mixtures were obtained. The FSCH results show that the complex shear modulus of the two asphalt mixtures decreases with the increase of temperature and increases with the increase of load frequency. The high temperature shear performance of AC-20 asphalt mixture is better than that of EME2 asphalt mixture, and the normal temperature deformation resistance of EME2 asphalt mixture is better than that of AC-20 asphalt mixture. The RSCH results show that the shear performance of AC-20 asphalt mixture is better than that of EME2 asphalt mixture at 60 ℃.

Key words: high modulus asphalt mixture, complex shear modulus, frequency sweep test at constant height (FSCH), repeated shear test at constant height (RSCH), high and low temperature performance

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