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Experimental testing of hot mix asphalt mixture made of recycled aggregates

机译:再生骨料制成的热拌沥青混合料的试验测试

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The migration of population towards big cities generates rapid construction activities. These activities not only put pressure on natural resources but also produce construction, renovation and demolition waste. There is an urgent need to find out ways to handle this waste owing to growing environmental concerns. This can reduce pressure on natural resources as well. This paper presents the results of experimental studies which were carried out on hot mix asphalt mixture samples. These samples were manufactured by adding recycled aggregates (RA) with natural crushed stone aggregates (CSA). Three levels of addition of RA were considered in the presented studies. RA were obtained from both the concrete waste of construction, renovation and demolition activities and reclaimed asphalt pavement. Separate samples were manufactured with the coarse and fine aggregate fractions of both types of RA. Samples made with CSA were used as control specimens. The samples were prepared and tested using the Marshall method. The performance of the samples was investigated in terms of density-void and stability/flow analysis and was compared with the performance criteria as given by National Highway Authority for wearing course material in Pakistan. Based on this data optimum asphalt contents were determined. All the samples made by adding up to 50% RA conform to the specification requirements of wearing course material as given by National Highway Authority in terms of optimum asphalt contents, voids in mineral aggregates and stability/flow. A statistical analysis of variation of these samples confirmed that addition is also possible statistically.
机译:人口向大城市的迁移产生了快速的建设活动。这些活动不仅给自然资源带来压力,而且还会产生建筑,装修和拆除废物。由于对环境的日益关注,迫切需要找到处理这种浪费的方法。这也可以减轻对自然资源的压力。本文介绍了对热拌沥青混合料样品进行的实验研究结果。这些样品是通过在天然碎石骨料(CSA)中添加回收骨料(RA)制成的。在本研究中考虑了RA的三个添加水平。从建筑,翻新和拆除活动以及再生沥青路面的混凝土废料中获得了RA。使用两种RA的粗骨料和细骨料组分分别制造样品。用CSA制成的样品用作对照样品。使用马歇尔方法制备并测试样品。对样品的性能进行了密度-空隙度和稳定性/流量分析方面的研究,并将其与巴基斯坦国家公路管理局针对穿用的课程材料给出的性能标准进行了比较。基于此数据,确定最佳沥青含量。在最佳沥青含量,矿物骨料中的空隙和稳定性/流动性方面,所有通过添加最高50%RA制成的样品均符合国家公路管理局对磨损层材料的规范要求。对这些样品的变异进行统计分析,确认从统计学上也可以添加。

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