构建沥青基材料力学行为主曲线的两阶段方法
作者:
作者单位:

1.华南理工大学 土木与交通学院,广东 广州 510641;2.长安大学 公路学院,陕西 西安 710064

作者简介:

唐 成(1989—),男,湖南永州人,华南理工大学博士生.E-mail:ct_tangcheng@mail.scut.edu.cn

通讯作者:

王端宜(1960—),男,吉林四平人,华南理工大学教授,博士生导师,博士.E-mail:tcdywang@scut.edu.cn

中图分类号:

U414

基金项目:

国家自然科学基金资助项目(51278203);广东省自然科学基金资助项目(2019A1515011965)


Two-Stage Method for Developing Mechanical Behavior Master Curve of Asphalt Base Materials
Author:
Affiliation:

1.School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China;2.School of Highway, Chang'an University, Xi'an 710064, China

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    摘要:

    为构建普适性沥青基材料力学行为主曲线,依据主曲线定义提出了将主曲线获取与主曲线拟合分离的两阶段方法,用基质沥青的试验数据对比了采用两阶段方法与规范方法绘制主曲线时的拟合效果,并用沥青砂浆及橡胶测试数据检验了采用两阶段方法绘制主曲线时的稳健性.结果表明:两阶段方法克服了规范方法需预设主曲线模型与移位因子方程的缺陷,可在主曲线拟合阶段对主曲线模型的准确性进行检验,并可用于主曲线模型或移位因子方程的优化;两阶段方法不仅适用于构建具有时温等效特性的沥青基材料力学行为主曲线,对非沥青基材料也有较好的适用性.

    Abstract:

    In order to establish a universal method for developing mechanical behavior master curve of asphalt base materials, a two-stage method was proposed to separate the drawing and fitting of the master curve into two independent stages according to the definition of the master curve. Using the test data of base a phalt, the fitting effect of the two-stage method and the standard method in drawing the master curve was compared. The robustness of the two-stage method in drawing the master curve was verified by using the test data of asphalt mortar and rubber. The results show that the two-stage method overcomes the defect of the standard method which requires the assumption of the master curve model and the shift factor equation. The accuracy of the master curve model can be tested in the master curve fitting stage and can be used to optimize the master curve model or the shift factor equation. The two-stage method is not only suitable for developing mechanical behavior master curve for asphalt base materials with time-temperature superposition characteristics, but also for non-asphalt base materials.

    表 2 沥青砂浆的级配Table 2 Gradation of asphalt mortar
    表 1 沥青的基本性能指标Table 1 Basic property indicators of asphalts
    图1 计算示意图Fig.1 Calculation diagram
    图2 不同测试温度作为参考温度时基质沥青的移位因子Fig.2 αT of BA at different test temperatures as reference temperatures
    图3 移位因子竖向移动示意图Fig.3 Schematic diagram of vertical movement of αT
    图4 基质沥青的动态模量与相位角主曲线Fig.4 Master curves of G* and δ of BA
    图5 基质沥青主曲线采用两阶段方法与规范方法的拟合结果Fig.5 Fitting results of two-stage method and traditional method for master curves of BA
    图6 基质沥青主曲线采用改进的二次多项式移位因子方程的CAM模型拟合结果Fig.6 Fitting results of ponynomial+CAM model for master curves of BA
    图7 基质沥青采用两阶段方法与规范方法拟合的主曲线Fig.7 Master curves fitted by two-stage method and standard method of BA
    图8 采用两阶段法计算得到的沥青砂浆与橡胶主曲线Fig.8 Master curves of asphalt mortar and rubber by two-stage method
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引用本文

唐成,王端宜,胡聪,贠迪,邓凯聆.构建沥青基材料力学行为主曲线的两阶段方法[J].建筑材料学报,2022,25(9):938-944

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  • 收稿日期:2021-07-20
  • 最后修改日期:2021-09-17
  • 在线发布日期: 2022-10-09
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