Development of polymer modified asphalt using filler

S. Kajugaran, V. Weragoda
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引用次数: 1

Abstract

The modified asphalt is used to improve the performance of pavement when traffic loads are applied with changing environmental conditions. In this study, the bitumen was modified by adding Low Density Polyethylene as such as 2%, 4%, 6% and 8% of total bitumen content. The modification of bitumen was analysed under Fourier Transform Infrared Spectroscopy. These physical properties of modified bitumen samples were also investigated through conventional laboratories tests as such penetration test, softening point test and ductility test. The burning limestone, paddy husk ash and rubber dust were used as trial material to modify the asphalt with 1%, 2%, 3%, 4% and 5% of total aggregate content and Marshall Tests of asphalt samples were conducted with 4.6% bitumen content. The 3.2% of burning limestone was preferred to prepare for the asphalt mixture with optimum 6% Low Density Polyethylene content of modified bitumen. The Marshall Test was conducted to obtain the physical properties of modified asphalt mixture. The adhesion between aggregates and bitumen was analysed with bond mechanism which was confirmed that modified asphalt with burning limestone filler would be to increase the durability of pavements.
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高分子改性沥青填料的研制
改性沥青用于改善路面在变化环境条件下的交通荷载作用。在本研究中,通过添加占沥青总含量2%、4%、6%和8%的低密度聚乙烯对沥青进行改性。利用傅里叶变换红外光谱对沥青的改性进行了分析。通过常规的室内渗透试验、软化点试验和延性试验对改性沥青样品的物理性能进行了研究。以燃烧石灰石、稻壳灰和橡胶粉尘为试验材料,分别以1%、2%、3%、4%和5%的总集料掺量对沥青进行改性,并对掺量为4.6%的沥青样品进行马歇尔试验。掺量为3.2%的石灰石配制沥青混合料,改性沥青低密度聚乙烯的最佳掺量为6%。通过马歇尔试验获得了改性沥青混合料的物理性能。分析了集料与沥青的粘结机理,证实了掺烧石灰石填料的改性沥青能提高路面的耐久性。
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