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Developing index parameters for cracking in asphalt pavements through black space and viscoelastic continuum damage principles.

机译:通过黑色空间和粘弹性连续体破坏原理,开发用于沥青路面开裂的指标参数。

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摘要

Cracking is a major distress for asphalt concrete pavements and presents significant challenges to effective design and maintenance. Fatigue and thermal cracking decrease ride quality of the pavement and allow water to penetrate into underlying layers, which can result in major damage if left unchecked. The primary obstacle in predicting field performance for cracking in asphalt pavements is related to the interaction of material, structural, and environmental components. The major objective of this work is to develop index parameters to relate material and structural parameters, identifying whether a mixture is prone to fatigue or thermal cracking.;A Simplified Viscoelastic Continuum Damage (S-VECD) model, which relates material integrity and damage growth under repeated loading, is used in this project. The structural response is evaluated using layered elastic analysis principles in order to establish a material-structure space, where the pass/fail determination is based. This pass/fail index parameter is operationally efficient and easy to implement at a contractor or owner agency with capacity to test materials in the S-VECD configuration.;A thermal cracking parameter is developed for mixtures through a relation to laboratory and field performances in terms of Black Space. Since Black Space diagrams are able to capture changes in stiffness and relaxation, where separation would be indicative of poorly performing materials, these parameters provide insight into relationships among pavement structures and mixture designs. The results also lend themselves to the formation of performance-related specifications, where agencies can require a certain parameter value based on experimental and field observations. Opportunities exist to extend the parameter definitions among length scales, to further examine the effects of each on cracking performance. The capabilities of the parameter will influence design and funding decisions, resulting in cost savings at the owner agency and contractor levels through enhanced performance and a reduced testing framework.
机译:裂缝是沥青混凝土路面的主要困扰,对有效的设计和维护提出了重大挑战。疲劳和热裂纹会降低人行道的行驶质量,并使水渗透到下面的层中,如果不加以检查会导致严重的损坏。预测沥青路面裂缝现场性能的主要障碍与材料,结构和环境成分的相互作用有关。这项工作的主要目的是开发与材料和结构参数相关的指标参数,从而确定混合物是否容易疲劳或产生热裂纹。简化的粘弹性连续体损伤(S-VECD)模型,其关系到材料的完整性和损伤的增长在反复加载下,用于本项目。使用分层弹性分析原理对结构响应进行评估,以便建立材料-结构空间,通过/不通过确定将基于此空间。该合格/不合格指数参数在运营上高效且易于在承包商或所有者机构中实施,并能够测试S-VECD配置中的材料。通过与实验室和现场性能之间的关系,为混合物开发了热裂解参数黑色空间。由于“黑色空间”图能够捕获刚度和松弛的变化,其中分离将表明材料的性能较差,因此这些参数可洞悉路面结构与混合料设计之间的关系。结果还有助于形成与绩效相关的规范,在该规范中,机构可以根据实验和现场观察要求特定的参数值。存在将参数定义扩展到多个长度标度中的机会,以进一步检查每个参数对裂化性能的影响。该参数的功能将影响设计和资金决策,从而通过增强性能和减少测试框架来节省所有者机构和承包商级别的成本。

著录项

  • 作者

    Mensching, David Jonathan.;

  • 作者单位

    University of New Hampshire.;

  • 授予单位 University of New Hampshire.;
  • 学科 Civil engineering.
  • 学位 Ph.D.
  • 年度 2015
  • 页码 277 p.
  • 总页数 277
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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