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首页> 外文期刊>The international journal of pavement engineering >Prediction of pavement fatigue cracking at an accelerated testing section using asphalt mixture performance tests
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Prediction of pavement fatigue cracking at an accelerated testing section using asphalt mixture performance tests

机译:使用沥青混合料性能测试预测加速测试区的路面疲劳裂纹

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Cracking in asphalt concrete (AC) layers is among the driving modes of flexible pavement deterioration. Material properties, along with structural layer characteristics and external factors such as vehicular and environmental loading, govern cracking mechanisms in flexible pavements. Current practice of AC and pavement structural design methods does not allow for direct characterisation of AC impact on crack damage initiation and propagation. Asphalt concrete performance tests are the essential components of performance-related and performance-based specifications, for which they can be used either for screening AC to minimise deterioration risks or to directly predict specific modes of pavement deterioration. This paper evaluates commonly used performance tests intended to characterise AC fracture resistance. A multi-step evaluation protocol was applied using various statistical techniques to determine the discrimination ability of each test method outcome criterion as well as strength of correlation to field performance. The results from full-scale accelerated pavement test (APT) sections were used to correlate with the results obtained from various laboratory performance tests. Mixes used in the study contained various levels of reclaimed asphalt pavement and recycled asphalt shingles with a recycled binder ratio up to 40%. It was shown that the flexibility index parameter obtained from the Illinois semi-circular bending (IL-SCB) test, also referred to as the Illinois Flexibility Index Test (I-FIT), resulted in the highest number of subsets and consistent ranking with APT field performance, indicating a high discrimination potential. Even though two of the overlay test's criteria resulted in fewer subsets, they also provided a consistent ranking with APT field performance. Composite scores indicate that the overlay test criteria and flexibility index from the I-FIT had the highest strength of correlation to field performance.
机译:沥青混凝土(AC)层的开裂是柔性路面劣化的驱动方式之一。材料特性以及结构层特性和外部因素(如车辆和环境负荷)决定着柔性路面的开裂机理。交流电和路面结构设计方法的当前实践不允许直接表征交流电对裂纹损伤的产生和扩展的影响。沥青混凝土性能测试是与性能相关和基于性能的规范的重要组成部分,可将其用于筛选交流电,以最大程度地降低劣化风险或直接预测路面的特定劣化模式。本文评估了旨在表征交流耐断裂性能的常用性能测试。使用多种统计技术应用了多步骤评估协议,以确定每种测试方法结果标准的判别能力以及与现场性能的相关强度。全尺寸加速路面测试(APT)部分的结果用于与各种实验室性能测试获得的结果相关。该研究中使用的混合料包含各种含量的再生沥青路面和再生沥青瓦,再生胶合剂比例高达40%。结果表明,从伊利诺伊州半圆弯曲(IL-SCB)测试获得的柔韧性指数参数(也称为伊利诺伊州柔韧性指数测试(I-FIT))导致子集数量最高,并且与APT保持一致的排名现场表现,表明歧视潜力很大。即使两项重叠测试的标准减少了子集的数量,它们也提供了与APT现场性能一致的排名。综合评分表明,来自I-FIT的叠加测试标准和灵活性指数具有与现场性能相关的最高强度。

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