再生沥青混合料拉压疲劳特性及黏弹表征
作者:
作者单位:

1.佛山市交通科技有限公司,广东 佛山 528000;2.长安大学 公路学院,陕西 西安 710064

作者简介:

李 浩(1988—),男,湖北荆州人,佛山市交通科技有限公司高级工程师,工学博士.E-mail:hao_li_20007@163.com

通讯作者:

李 浩(1988—),男,湖北荆州人,佛山市交通科技有限公司高级工程师,工学博士.E-mail:hao_li_20007@163.com

中图分类号:

U416

基金项目:

佛山市自筹经费类科技计划项目(2220001005727);高校教师特色创新研究项目(2021JNHB02)


Tensile and Compressive Fatigue Characteristics and Viscoelastic Characterization of Reclaimed Asphalt Mixture
Author:
Affiliation:

1.Foshan Transportation Science and Technology Co., Ltd., Foshan 528000, China;2.School of Highway, Chang’an University, Xi’an 710064, China

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    摘要:

    基于沥青混合料动态模量主曲线的数学特征分析,构建了一套针对再生沥青混合料黏弹性的评价体系,并提出了表征其黏弹行为的物性参数.通过对比拉伸和压缩方向上的黏弹差异性,研究了再生沥青混合料在这2个方向上的疲劳特性,并建立了其疲劳性能与黏弹物性参数的关系. 结果表明:相比新沥青混合料,再生沥青混合料在压缩模式下“弹而不够黏弹,但够有效黏弹”,在拉伸模式下“弹而不黏”.在相同加载方式下(无论是压缩还是拉伸),再生沥青混合料的黏弹物性参数中仅有效弹性比Reve与疲劳寿命Nf的线性相关程度高;而当加载方式不相同时,再生沥青混合料的ReveNf无法建立线性关系.

    Abstract:

    Based on the mathematical characteristic analysis of the dynamic modulus principal curve of asphalt mixture, the viscoelastic evaluation system of reclaimed asphalt mixture was established, and the physical parameters of viscoelastic behavior were also proposed. The viscoelastic difference between tensile and compressive directions was compared, the fatigue characteristics of reclaimed asphalt mixture in tensile and compressive direction were studied, and the relationship between fatigue properties and viscoelastic physical properties was established. The results show that, compared with the new asphalt mixture, the reclaimed asphalt mixture is elastic rather that viscoelastic, but it is effective viscoelastic enough under compression mode, and elastic rather that viscoelastic under tensile mode. Under the same loading mode (whether compressive or tensile), only the viscoelastic physical property parameter Reve has a high linear correlation with fatigue life Nf. When the loading mode is different, the linear relationship between Reve and Nf can not be established.

    表 6 压缩动态模量主曲线各指标数值Table 6 Index values of compressive dynamic modulus master curve
    表 4 试验方法一览表Table 4 List of test methods
    表 3 AC-25型再生沥青混合料的技术参数Table 3 Technical parameters of AC-25 reclaimed asphalt mixture
    表 7 拉伸动态模量主曲线各指标数值Table 7 Index values of tensile dynamic modulus master curve
    表 5 再生沥青混合料动态模量主曲线各参数拟合结果Table 5 Fitting results of each parameter of dynamic modulus master curves of reclaimed asphalt mixtures
    表 1 基质沥青的技术指标Table 1 Technical indexes of matrix asphalt
    表 9 再生沥青混合料直接压缩和直接拉伸疲劳寿命对比Table 9 Comparison of direct compression and direct tension fatigue life of reclaimed asphalt mixtures
    表 2 旧沥青的技术指标Table 2 Technical index of old asphalt
    图1 再生沥青混合料的压缩和拉伸动态模量主曲线Fig.1 Compressive and tensile dynamic modulus master curves of reclaimed asphalt mixtures
    图2 再生沥青混合料动态模量主曲线区间划分Fig.2 Section division of main curve of dynamic modulus of recycled asphalt mixture
    图3 再生沥青混凝土直接拉伸疲劳寿命与应变的关系Fig.3 Relationship of direct tensile fatigue life vs. strain of reclaimed asphalt mixtures
    图4 再生沥青混凝土间接拉伸疲劳寿命与应变水平的关系Fig.4 Relationship of indirect tensile fatigue life vs. strain level of reclaimed asphalt mixtures
    图5 再生沥青混合料四点弯曲疲劳寿命与应变关系Fig.5 Relationship of four-point bending fatigue life vs. strain of reclaimed asphalt mixtures
    图6 再生沥青混合料黏弹物相参数与疲劳寿命关系Fig.6 Viscoelastic index vs. fatigue life of reclaimed asphalt mixtures
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李浩,王选仓,曾国东,方杨,龙国鑫.再生沥青混合料拉压疲劳特性及黏弹表征[J].建筑材料学报,2024,27(8):711-719

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  • 收稿日期:2023-09-27
  • 最后修改日期:2024-01-25
  • 在线发布日期: 2024-09-03
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