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Determination of Price Reduction Factors for Density-Deficient Asphalt Pavements

机译:确定密度不足的沥青路面的降价因素

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This paper presents the research undertaken for the development of price reduction factors for density-deficient asphalt pavements. Performance characteristics included in this study are fatigue cracking and rutting. The following laboratory tests were performed on two North Carolina Superpave mixtures with varying air void contents: (1) axial compression dynamic modulus tests for modulus determination; (2) indirect tension tests for fatigue performance evaluation; (3) triaxial repeated load permanent deformation tests for rutting evaluation; and (4) accelerated pavement tests on laboratory pavement slabs for fatigue and rutting evaluation using the third-scale Model Mobile Loading Simulator (MMLS3). Air void models for the dynamic modulus, fatigue cracking, and rutting were developed using the laboratory test data. These models and the results from the MMLS3 testing were used to develop the price reduction factors for density-deficient asphalt mixtures. In order to determine the effect of deficient density of hot-mix asphalt (HMA) on the performance of asphalt pavement as a system, a computer program called AP~4 (Asphalt Pavement Performance Prediction Program) was developed. The algorithm adopted in AP~4 for the damage calculation is based on the incremental damage concept and is very similar to that used in the National Cooperative Highway Research Program (NCHRP) 1-37A Mechanistic-Empirical Pavement Design Guide. This program allows the determination of the service life for fatigue cracking and rutting based on the inputs of air void contents in all the HMA layers. Case studies of five density-deficient pavements were conducted, and the price reduction factors were determined.
机译:本文介绍了为开发密度不足的沥青路面降价因素而进行的研究。这项研究包括的性能特征是疲劳裂纹和车辙。下面的实验室测试是针对两种北卡罗莱纳州Superpave混合物的不同孔隙含量进行的:(1)用于确定模量的轴向压缩动态模量测试; (2)间接张力测试,以评估疲劳性能; (3)三轴反复荷载永久变形试验,以进行车辙评估; (4)使用第3级模型移动载荷模拟器(MMLS3)在实验室人行道板上进行加速人行道试验,以进行疲劳和车辙评估。使用实验室测试数据开发了用于动态模量,疲劳裂纹和车辙的气孔模型。这些模型和MMLS3测试的结果被用于开发密度不足的沥青混合料的降价因素。为了确定热混合沥青(HMA)的密度不足对系统的沥青路面性能的影响,开发了一种名为AP〜4的计算机程序(沥青路面性能预测程序)。 AP〜4中用于损伤计算的算法基于增量损伤概念,与《国家公路合作研究计划(NCHRP)1-37A机械-经验路面设计指南》中使用的算法非常相似。该程序可以根据所有HMA层中的气孔含量来确定疲劳裂纹和车辙的使用寿命。对五个密度不足的人行道进行了案例研究,并确定了降价因素。

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