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Microdamage healing in asphalt concretes: Relating binder composition and surface energy to healing rate.

机译:沥青混凝土的微损伤修复:将粘合剂成分和表面能与修复速率相关。

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摘要

Asphalt concrete is one of the most widely used paving materials in service today. Consisting of the heaviest and perhaps most variable of petroleum fractions and specifically graded aggregate, asphalt concrete can be used to produce a high-quality road at minimal cost. However, despite its widespread use, accurate prediction of service life has eluded researchers for decades. Fortunately, asphalt concretes have lasted longer than predicted through laboratory trials. As we optimize our societal and private purchases, the need to better track our resources has us investigating why these mixtures outperform our expectations.;A common way for an asphalt concrete road to fail is through widespread cracking associated with repeated use, also called fatigue cracking . Fatigue cracking has been shown to be a complicated process in which many very small cracks come together to form visible ones. This process has nearly always occurred more rapidly in accelerated laboratory conditions as opposed to field service. To rectify this situation, a shift factor, or multiple, has repeatedly been applied to laboratory predictions of service life. Much recent research has centered on the cause of this shift, through which Microcrack or Microdamage Healing has been identified as a primary cause. Healing is the re-closing of the very small cracks which precede larger, more visible ones. The re-closing of cracks is associated with a stiffening of asphalt concretes, just as cracking is associated with softening. Fatigue cracking therefore is the result of two competing processes, healing and fracture.;Healing and its relationship to the chemical properties of asphalts is explored in this study. An experiment was designed to eliminate several mechanical variables to which healing has been attributed. Five well-documented asphalt binders were selected and numerous specimens tested in tensile-compressive fatigue. Through statistical analysis of the healing data using a stress/pseudostrain transformation and also measured surface free energies of the binders, it is found that high aromatic content is beneficial to healing, whereas high amphoteric content is not. Furthermore, it appears healing may occur in two components simultaneously, with the surface properties of the crack faces playing an important role.
机译:沥青混凝土是当今使用最广泛的铺路材料之一。沥青混凝土由最重,也许变化最大的石油馏分和特定等级的骨料组成,可用于以最低的成本生产出高质量的道路。但是,尽管已广泛使用,但数十年来研究人员一直无法准确预测使用寿命。幸运的是,沥青混凝土的使用寿命比实验室试验预计的更长。随着我们对社会和私人购买的优化,需要更好地跟踪我们的资源,这使我们研究了为什么这些混合物优于我们的预期。沥青混凝土道路失败的一种常见方法是通过反复使用引起的广泛开裂,也称为疲劳开裂。疲劳开裂已被证明是一个复杂的过程,其中许多非常小的裂缝聚集在一起形成可见的裂缝。与现场服务相反,该过程几乎总是在加速的实验室条件下更快地发生。为了纠正这种情况,已多次将移位因子或多个移位因子应用于实验室使用寿命的预测。最近的许多研究都集中在这种转变的原因上,通过这种转变,微裂纹或微损伤修复已被确定为主要原因。修复是指在较大,更明显的裂缝之前重新封闭非常小的裂缝。裂缝的重新闭合与沥青混凝土的硬化有关,正如裂缝与软化有关。因此,疲劳开裂是两个相互竞争的过程的结果,即愈合和断裂。;本研究探讨了愈合及其与沥青化学性质的关系。设计了一项实验,以消除已归因于修复的几个机械变量。选择了五种有据可查的沥青粘合剂,并测试了许多试样的拉伸压缩疲劳。通过使用应力/拟应变转换对愈合数据进行统计分析以及还测量了粘合剂的表面自由能,发现高芳烃含量有益于愈合,而高两性含量则无济于事。此外,似乎修复可能同时在两个组件中发生,而裂纹面的表面特性起着重要作用。

著录项

  • 作者

    Williams, Devon Andrew.;

  • 作者单位

    Texas A&M University.;

  • 授予单位 Texas A&M University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 131 p.
  • 总页数 131
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:48:45

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