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首页> 外文期刊>Journal of Transportation Engineering >Development, Calibration, and Verification of a New Mechanistic-Empirical Reflective Cracking Model for HMA Overlay Thickness Design and Analysis
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Development, Calibration, and Verification of a New Mechanistic-Empirical Reflective Cracking Model for HMA Overlay Thickness Design and Analysis

机译:HMA覆盖层厚度设计和分析的新的机械-经验反射裂缝模型的开发,校准和验证

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摘要

The purpose of this paper is to present a new mechanistic-empirical (ME) reflective cracking model developed for hot-mix asphalt (HMA) overlay thickness design and analysis. After reviewing existing models, the reflective cracking model based on Paris' law of fracture mechanics was considered as the state of the practice and was selected as the basis for the ME model development in this study. The model consists of stress intensity factor and fracture properties (A and n) as the fundamental input parameters for modeling reflective crack propagation caused by both traffic loadings (bending and shearing) and thermal effects (temperature variations). For practical application, 32 SIF regression equations were developed for HMA overlays with three levels of load transfer efficiencies (10, 50, and 90%) at joints/cracks under various traffic loading spectrums (bending and shearing) based on more than 1.6 million finite element simulations and computations. For the thermal induced reflective cracking, a "hybrid" approach, similar to the Strategic Highway Research Program low temperature cracking model, was proposed. In this hybrid approach, the viscoelastic properties of the HMA mixes were considered through the thermal stress at the "far field" (σ_(VE-far))> which then ties with the stress intensity factor (K_(thermal)) determined through regression equations. Also, the required fracture properties (A and n) can easily be determined in the laboratory using the overlay tester that has unique features with respect to specimen size, specimen preparation, and relatively short testing time (about 15 min). Additionally, the proposed reflective cracking model was preliminarily calibrated using three HMA overlay field-case studies, and then verified using California's heavy vehicle simulator test results. Currently, more calibration is underway, but more field performance data are definitely needed for further model calibration and verification.
机译:本文的目的是提供一种新的机械-经验(ME)反射裂缝模型,该模型针对热混合沥青(HMA)覆盖层厚度设计和分析而开发。在回顾了现有模型之后,基于巴黎断裂力学定律的反射裂缝模型被认为是实践的状态,并被选为该研究中ME模型发展的基础。该模型由应力强度因子和断裂特性(A和n)组成,它们是模拟由交通负荷(弯曲和剪切)和热效应(温度变化)引起的反射性裂纹扩展的基本输入参数。对于实际应用,基于超过160万个有限项,针对HMA覆盖层开发了32种SIF回归方程,在各种交通荷载谱(弯曲和剪切)下,在节点/裂缝处具有三种水平的荷载传递效率(10%,50%和90%)元素模拟和计算。对于热诱发的反射裂纹,提出了一种类似于“战略公路研究计划”低温裂纹模型的“混合”方法。在这种混合方法中,通过“远场”(σ_(VE-far))>上的热应力考虑HMA混合物的粘弹性,然后将其与通过回归确定的应力强度因子(K_(热))联系起来。方程。而且,所需的断裂特性(A和n)可以在实验室中使用覆盖测试仪轻松确定,该测试仪在样品尺寸,样品制备和相对较短的测试时间(约15分钟)方面具有独特的功能。此外,使用三个HMA叠加现场案例研究对所提出的反射裂缝模型进行了初步校准,然后使用加利福尼亚的重型车辆模拟器测试结果进行了验证。当前,更多的校准正在进行中,但是肯定需要更多的现场性能数据来进行进一步的模型校准和验证。

著录项

  • 来源
    《Journal of Transportation Engineering》 |2010年第4期|P.353-369|共17页
  • 作者单位

    Materials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135;

    rnMaterials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135;

    rnMaterials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135;

    rnMaterials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135;

    rnConstruction Division, Texas Dept. of Transportation, Austin, TX 78763;

    rnMaterials and Pavement Division, Texas Transportation Institute, The Texas A&M University System, 3135 TAMU, College Station, TX 77840-3135;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    reflective cracking; fracture mechanics; stress intensity factor; paris' law; overlay tester;

    机译:反射裂纹断裂力学应力强度因子巴黎法叠加测试仪;

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