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Low temperature investigations on asphalt binder performance -- A case study on Highway 417 trial sections.

机译:沥青粘合剂性能的低温研究-以417高速公路试验段为例。

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摘要

This thesis investigates and documents fundamental studies of highway materials (asphalt engineering properties) especially on different modified asphalt binders and mixtures in order to understand failure mechanisms at low temperature and superior performance of such asphalt binders with the aim of preventing premature cracking on Ontario highways. In addition, seven asphalt binders of different compositions were used as a template for study and this research work is tailored towards SuperpaveRTM performance-based specification testing with the aim of improving asphalt pavement performance under various conditions and consequently reducing premature cracking in order to achieve long lasting highways.;Analysis of the results appears to show that the premature distress on the Highway 417 trial sections can be attributed to reversible aging tendency (wax crystallization) at low temperatures coupled with low fatigue resistance of the binders. The results suggest that different polymer modifications had significant influence on the performance of asphalt mix as demonstrated from the results obtained from essential and plastic work of fracture using double-edge-notch-tension test (DENT). Crack tip opening displacement (CTOD) parameter consistently show the performing grading of asphalt binder while compact tension test protocol provides plane strain fracture toughness (K1c) which could be used to rank binders with respect to fracture resistance at low temperature. Hence, CTOD is a promising parameter which can be used to establish performance ranking of the binders.;Based on the actual applied pattern of SuperpaveRTM specification criteria, the mechanical responses of the binders are analyzed by extended bending beam rheometer (eBBR), tensile stress ductilometer (Petrotest DDA3RTM), compact tension test (Instron AsphaltProRTM), double-edge-notched tension and single-edge-notched tension (MTS 810 universal testing machine) protocols. The objective of this study entails establishing and developing of a proper procedure for the testing of binders with the aim of ranking (grading) the performance after validation of laboratory and field experiments.
机译:本文研究并记录了公路材料(沥青工程性能)的基础研究,特别是对不同的改性沥青粘合剂和混合物的基础研究,以了解这种沥青粘合剂的低温破坏机理和优异性能,目的是防止安大略省高速公路过早开裂。此外,使用了七种不同成分的沥青粘合剂作为研究模板,该研究工作针对基于SuperpaveRTM性能的规格测试而设计,旨在改善各种条件下的沥青路面性能并因此减少过早开裂以实现长久的使用寿命。结果的分析似乎表明,在417号高速公路试验段上过早的遇难可归因于低温下可逆的老化趋势(蜡结晶),以及粘结剂的低耐疲劳性。结果表明,不同的聚合物改性对沥青混合料的性能具有重大影响,这是使用双边缘缺口拉力试验(DENT)从断裂的基本功和塑性功得到的结果证明的。裂纹尖端的开度位移(CTOD)参数始终显示沥青粘合剂的性能等级,而紧凑的张力测试协议提供了平面应变断裂韧性(K1c),可用于相对于低温下的抗断裂性对粘合剂进行评级。因此,CTOD是一个很有前途的参数,可用于建立粘合剂的性能等级。;根据SuperpaveRTM规范标准的实际应用模式,通过扩展弯曲束流变仪(eBBR),拉伸应力分析粘合剂的机械响应。气管仪(Petrotest DDA3RTM),紧凑型张力测试(Instron AsphaltProRTM),双边缘缺口张力和单边缘缺口张力(MTS 810通用测试机)规程。这项研究的目的是建立和开发适当的粘合剂测试程序,以在实验室和现场实验验证后对性能进行排名(分级)。

著录项

  • 作者

    Togunde, Oluranti Paul.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Engineering Chemical.;Engineering Civil.
  • 学位 M.Sc.
  • 年度 2008
  • 页码 127 p.
  • 总页数 127
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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