优化混合料组成,提高多孔沥青耐磨层的环保筑路材料性能

Ika Sulianti, A. Amiruddin, I. Ibrahim, A. Subrianto
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引用次数: 0

摘要

摘要多孔沥青是柔性路面的一种替代方案,它被认为可以使水渗入土壤。在以往的研究中已经对多孔沥青混合料进行了测试,该混合料满足多孔沥青孔隙率要求,但发现其缺点是稳定性仍低于标准要求。在已有结果的基础上,研究了不同比例的混合料组成变量的使用情况,得到了最佳条件,即配制正常混合料,减砂15%、18.75%、22.5%、26.25%、30%。在不同沥青变化情况下,砂的百分比从以前的成分中减少。试验采用马歇尔法进行。试验结果表明,所用材料符合要求。混合料的最佳沥青含量为总混合重量的6%。所获得的AC-WC多孔沥青马歇尔特性最佳值为减砂率26.25%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimizing Mixture Composition to Improve the Performance of Porous Asphalt for Wearing Course as an Environmentally Friendly Road Construction Material
Abstract. Porous asphalt is an alternative in flexible pavement which is considered to make water seep into the soil. In previous research have been tested the mixture of  porous asphalt that meets porous asphalt porosity requirements, but found the weaknesses that the stability is still lower than the standard required. Based on result obtained before, the study is aimed at investigating the use of mixture composition variable with different percentages until the optimal conditions were obtained, namely making a normal mixture, 15%, 18.75%, 22.5%, 26.25%, 30% as sand composition reduction. The percentage of sand reducted from previous composition with different asphalt variations. Tests are carried out using the Marshall method. Sequence of tests show that the materials used for experiment meet the requirement.  Optimum Asphalt Content obtained for the mixture are 6% of the total mixed weight. The best Marshall characteristics for AC-WC porous asphalt obtained are at the percentage of 26.25% sand reduction.  
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