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Discrete element modeling of influences of aggregate gradation and aggregate properties on fracture in asphalt mixes.

机译:骨料级配和骨料性质对沥青混合料断裂影响的离散元建模。

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摘要

Aggregate strength, gradation, and shape play a vital role in controlling asphalt mixture performance. Many studies have demonstrated the effects of these factors on asphalt mixture performance in terms of resistance to fatigue cracking and rutting. This study introduces numerical and analytical approaches supported with imaging techniques for studying the interrelated effects of aggregate strength, gradation, and shape on resistance of asphalt mixtures to fracture. The numerical approach relies on the discrete element method (DEM). The main advantage of this approach is the ability to account for the interaction between the internal structure distribution and aggregate properties in the analysis of asphalt mixture response and performance. The analytical approach combines aggregate strength variability and internal force distribution in an asphalt mixture to predict the probability of aggregate fracture.The numerical and analytical approaches were calibrated and verified using laboratory tests on various aggregate types and mixtures. Consequently these approaches were used to: (1) determine the resistance of various mixture types with different aggregate properties to fracture, (2) study the effects of aggregate strength variability on fracture, (3) quantify the influence of blending different types of aggregate on mixture strength, (4) develop a mathematical expression for calculating the probability of aggregate fracture within asphalt mixture, and (5) relate cracking patterns (cohesive: aggregate-aggregate and matrix-matrix, and adhesive: aggregate-matrix) in an asphalt mixture to internal structure distribution and aggregate properties.The results of this dissertation established numerical and analytical techniques that are useful for developing a virtual testing environment of asphalt mixtures. Such a virtual testing environment would be capable of relating the microscopic response of asphalt mixtures to the properties of the mixture constituents and internal structure distribution. The virtual testing environment would be an inexpensive mean to evaluate the influence of changing different material and design factors on the mixture response.
机译:骨料的强度,等级和形状在控制沥青混合料的性能中起着至关重要的作用。许多研究表明,就抗疲劳开裂和车辙而言,这些因素对沥青混合料性能的影响。这项研究引入了受成像技术支持的数值和分析方法,以研究集料强度,等级和形状对沥青混合料抗断裂性的相互关系。数值方法依赖于离散元素法(DEM)。这种方法的主要优点是能够在分析沥青混合料的响应和性能时考虑内部结构分布和集料性质之间的相互作用。该分析方法结合了沥青混合料中骨料强度的可变性和内力分布来预测骨料破裂的可能性。数值和分析方法已通过实验室测试对各种骨料类型和混合物进行了校准和验证。因此,这些方法被用于:(1)确定具有不同骨料特性的各种混合物类型对断裂的抵抗力;(2)研究骨料强度变化对断裂的影响;(3)量化混合不同类型骨料对断裂的影响。混合强度,(4)开发数学表达式以计算沥青混合料中骨料破裂的可能性,(5)关联沥青混合料中的开裂模式(内聚:骨料-骨料和基体矩阵,以及粘合剂:骨料-基体)本文的结果建立了数值和分析技术,可用于开发虚拟的沥青混合料测试环境。这样的虚拟测试环境将能够将沥青混合物的微观响应与混合物成分的特性和内部结构分布相关联。虚拟测试环境将是一种廉价的手段,可以评估改变不同材料和设计因素对混合物响应的影响。

著录项

  • 作者

    Mahmoud, Enad Muhib Ahmad.;

  • 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 2009
  • 页码 186 p.
  • 总页数 186
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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