沥青路面粘结混凝土覆盖层设计中沥青刚度温度敏感性的考虑

S. Sachs, J. Vandenbossche, Zichang Li, M. Barman
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引用次数: 6

摘要

摘要:粘结沥青混凝土覆盖层(BCOA),也被称为白色覆盖层,是一种薄薄的混凝土覆盖层,放置在破旧的沥青路面上。在当前的BCOA设计程序中,沥青弹性模量保持不变。与考虑沥青每小时温度变化时相比,这种做法会导致对损伤的低估。建立等效沥青模量的框架包括生成每小时中深沥青温度的数据库。该数据库应包括不同BCOA结构的每小时温度和代表不同气候条件的大范围地理位置。每小时的中深度沥青温度然后使用主曲线生成每小时沥青模量。通过疲劳等效,计算出每个月的等效沥青模量。为了建立沥青模量与中深温度之间的关系,美国将沥青模量划分为七个不同的区域。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Accounting for Temperature Susceptibility of Asphalt Stiffness When Designing Bonded Concrete Overlays of Asphalt Pavements
AbstractA bonded concrete overlay of asphalt (BCOA), also known as whitetopping, is a thin concrete overlay placed upon a distressed asphalt pavement. The asphalt-resilient modulus is kept constant in current BCOA design procedures. This practice results in an underestimation of the damage as compared to when the hourly temperature variation of the asphalt is considered. The framework to establish an equivalent asphalt modulus involves generating a database of hourly middepth asphalt temperatures. This database should include hourly temperatures for different BCOA structures and a large range of geographical locations representing different climatic conditions. The hourly middepth asphalt temperatures are then used to generate hourly asphalt moduli using master curves. Through fatigue equivalency, the equivalent asphalt moduli are calculated for each month. In order to establish the relationship between the asphalt modulus and middepth temperature, the United States was divided into seven different zones ...
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