Utilization of High-Density Polyethylene (HDPE) and Polypropylene (PP) Plastic Waste as Fine Aggregates in Pervious Paver Block Production

Showna Lee T. Sales, Marcel Rose M. Mabida, Mervin L. Mamza, Kenneth John G. Solis
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Abstract

Plastic is now regarded as the third most polluting waste source on a global scale, with its volume rising rapidly as the global population increases. Recycling plastics will help prevent serious environmental threats and add value to plastic waste by incorporating them into various applications, such as construction. Previous research primarily focuses on the investigation of replacing aggregates with plastic wastes in manufacturing concrete. There is a lack of study pertaining to the partial replacement of fine aggregates with plastic waste in producing PPB. In this study, PPB is produced by partially replacing fine aggregates with HDPE and PP plastic wastes. Results show that the 15% HDPE and 15% PP plastic waste replacement of fine aggregates exhibited maximum compressive strength at 11.1 MPa and 9.9 MPa, respectively. The maximum average density recorded was 2678.026 kg/m3, which shows a 23.95% increase compared to the reference block. Additionally, the replacement improved the infiltration rate of PPB, recording a maximum increase of 10% plastic waste replacement. The PPB with 15% HDPE replacement is identified as the optimum mixture and is best utilized in low-traffic areas.
高密度聚乙烯(HDPE)和聚丙烯(PP)塑料废料作为细集料在透水摊铺机砌块生产中的应用
塑料现在被认为是全球范围内第三大污染废物来源,随着全球人口的增加,其数量迅速增加。回收塑料将有助于防止严重的环境威胁,并通过将塑料废物纳入各种应用(如建筑)来增加塑料废物的价值。以往的研究主要集中在用塑料废弃物代替骨料制造混凝土的研究上。关于塑料废弃物部分替代细骨料生产PPB的研究还很缺乏。在本研究中,用HDPE和PP塑料废弃物部分替代细骨料生产PPB。结果表明:15% HDPE和15% PP塑料废弃物替代细集料的最大抗压强度分别为11.1 MPa和9.9 MPa;记录的最大平均密度为2678.026 kg/m3,与参考块体相比增加了23.95%。此外,置换提高了PPB的入渗速率,最大增幅为10%的塑料废物置换。含15% HDPE替代品的PPB被确定为最佳混合物,最适合在低交通流量区域使用。
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