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Evaluation of asphalt mixture cracking performance using the monotonic direct tension test in the AMPT

机译:使用AMPT中的单调直接拉伸试验评估沥青混合料的开裂性能

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摘要

This study investigated the feasibility of using a monotonic direct tension test in the Asphalt Mixture Performance Tester (AMPT) with small-scale specimens to evaluate the crack properties of the asphalt materials. Ten loose asphalt mixtures collected from the Federal Highway Administration's accelerated loading facility (ALF) test lanes combining various reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) percentages and warm mix asphalt technologies were tested at three loading rates and two ageing conditions. Various mechanical parameters and indexes were developed to analyse the experimental data. The laboratory monotonic testing results were compared with and statistically correlated with the ALF field cracking performance. The coefficients of variation from the experimental results indicated that the monotonic test has satisfactory repeatability. Test loading rates were found to have a significant impact on the behaviour of the test materials, and an actuator rate of 10mm/min is considered to be ideal for all tested materials, including both short-term oven ageing and long-term oven ageing conditions. Ageing conditions were also found to dramatically influence the monotonic testing results. The experimental results illustrated that the components (percentage of RAP/RAS and binder performance grade) of the asphalt mixtures and the warm technologies have a clear effect on the monotonic testing, indicating that the test is capable of differentiating such asphalt mixtures. The parameters of the total fracture energy and the total energy divided by the inflection point slope from the laboratory monotonic test were found to have very strong correlation with the field performance. As a general conclusion, this study shows that the monotonic direct tension test in the AMPT is a very promising tool to evaluate the crack properties of the asphalt mixture due to the ease in the sample preparation, compatibility with the AMPT, strong correlation with field performance and feasibility for testing the field specimens.
机译:这项研究调查了在沥青混合料性能测试仪(AMPT)中使用单调直接拉伸测试与小规模标本来评估沥青材料的裂缝性能的可行性。从联邦公路管理局的加速装载设施(ALF)测试车道收集了十种松散的沥青混合物,这些混合物结合了各种再生沥青路面(RAP)和再生沥青瓦(RAS)的百分比以及热拌沥青技术,并在三种装载率和两种老化条件下进行了测试。开发了各种力学参数和指标来分析实验数据。将实验室的单调测试结果与ALF现场开裂性能进行了比较并在统计上相关。实验结果的变异系数表明,单调测试具有令人满意的可重复性。发现测试加载速率对测试材料的性能有重大影响,并且认为10mm / min的执行器速率对于所有测试材料都是理想的,包括短期烘箱老化和长期烘箱老化条件。还发现老化条件会极大地影响单调测试结果。实验结果表明,沥青混合料的成分(RAP / RAS的百分数和粘结剂性能等级)和热技术对单调试验有明显的影响,表明该试验能够区分这种沥青混合料。由实验室单调试验得出的总断裂能和总能量除以拐点斜率的参数与现场性能具有很强的相关性。总的来说,这项研究表明,AMPT中的单调直接拉伸试验是评估沥青混合物裂缝性质的非常有前途的工具,因为其样品制备容易,与AMPT的相容性以及与现场性能的强相关性测试田间标本的可行性。

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