{"title":"掺加废塑料对多孔沥青混凝土渗透性及性能的影响","authors":"E. Wiyono, Anni Susilowati, Pratikto","doi":"10.5220/0010560201270132","DOIUrl":null,"url":null,"abstract":": Porous asphalt mixture has low stability but high permeability due to the cavities in the mixture. For this reason, it is necessary to add other materials in order to increase the stability of pavement mixture. The purpose of this study was to obtain the Marshall property value of the porous asphalt concrete mixture. This study is also analyze the effect of plastic waste in the porous asphalt concrete mixture on the permeability and properties of Marshall. This research used is the experimental method in the laboratory. The Optimum Asphalt Content (KAO) made with asphalt content 4.5%; 5%; 5.5%; 6%; and 6.5% without variation of plastic waste. Furthermore, it is also made by KAO and the addition of plastic waste by 0%; 5%, 10%, 15%, 20% and 25% and tested with Marshall test and permeability. The results of the research with 5,5% KA0, that the addition of plastic waste in the porous asphalt mixture can increase the value of stability, flow, and marshall quotient. with an average value of 25% plastic waste content of 1296.71 kg; 3.62 mm and 353.19 kg / mm. However, the VIM and permeability values decreased, respectively, with an average value 20.65% and 0.188 cm / s. The mixture of porous asphalt with plastic waste, for all parameters Marshall satisfied the specifications required by the Australian Asphalt Pavement Association (2004) for moderate traffic","PeriodicalId":401035,"journal":{"name":"Proceedings of the 9th Annual Southeast Asian International Seminar","volume":"26 6","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The Effect of Addition of Plastic Waste in Porous Asphalt Concrete on Permeability and Properties Marshall\",\"authors\":\"E. Wiyono, Anni Susilowati, Pratikto\",\"doi\":\"10.5220/0010560201270132\",\"DOIUrl\":null,\"url\":null,\"abstract\":\": Porous asphalt mixture has low stability but high permeability due to the cavities in the mixture. For this reason, it is necessary to add other materials in order to increase the stability of pavement mixture. The purpose of this study was to obtain the Marshall property value of the porous asphalt concrete mixture. This study is also analyze the effect of plastic waste in the porous asphalt concrete mixture on the permeability and properties of Marshall. This research used is the experimental method in the laboratory. The Optimum Asphalt Content (KAO) made with asphalt content 4.5%; 5%; 5.5%; 6%; and 6.5% without variation of plastic waste. Furthermore, it is also made by KAO and the addition of plastic waste by 0%; 5%, 10%, 15%, 20% and 25% and tested with Marshall test and permeability. The results of the research with 5,5% KA0, that the addition of plastic waste in the porous asphalt mixture can increase the value of stability, flow, and marshall quotient. with an average value of 25% plastic waste content of 1296.71 kg; 3.62 mm and 353.19 kg / mm. However, the VIM and permeability values decreased, respectively, with an average value 20.65% and 0.188 cm / s. The mixture of porous asphalt with plastic waste, for all parameters Marshall satisfied the specifications required by the Australian Asphalt Pavement Association (2004) for moderate traffic\",\"PeriodicalId\":401035,\"journal\":{\"name\":\"Proceedings of the 9th Annual Southeast Asian International Seminar\",\"volume\":\"26 6\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 9th Annual Southeast Asian International Seminar\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.5220/0010560201270132\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 9th Annual Southeast Asian International Seminar","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5220/0010560201270132","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
多孔沥青混合料稳定性低,但由于混合料中存在空洞,因此其渗透性高。为此,有必要加入其他材料,以增加路面混合料的稳定性。本研究的目的是获得多孔沥青混凝土混合料的马歇尔性能值。本研究还分析了多孔沥青混凝土混合料中塑料废弃物对马歇尔的渗透性和性能的影响。本研究采用的是实验室的实验方法。最佳沥青含量(KAO)为沥青含量4.5%;5%;5.5%;6%;6.5%无变化的塑料废弃物。此外,它也是由花王制成,添加0%的塑料废物;5%、10%、15%、20%和25%,并进行马歇尔试验和渗透率测试。研究结果表明,在掺加55.5% KA0的多孔沥青混合料中,掺加废塑料可提高其稳定性、流动性和马歇尔商值。平均25%的塑料垃圾含量为1296.71 kg;然而,VIM和渗透率值分别下降,平均值分别为20.65%和0.188 cm / s。多孔沥青与塑料废物的混合物,Marshall在所有参数上都满足澳大利亚沥青路面协会(2004)对中等交通的要求
The Effect of Addition of Plastic Waste in Porous Asphalt Concrete on Permeability and Properties Marshall
: Porous asphalt mixture has low stability but high permeability due to the cavities in the mixture. For this reason, it is necessary to add other materials in order to increase the stability of pavement mixture. The purpose of this study was to obtain the Marshall property value of the porous asphalt concrete mixture. This study is also analyze the effect of plastic waste in the porous asphalt concrete mixture on the permeability and properties of Marshall. This research used is the experimental method in the laboratory. The Optimum Asphalt Content (KAO) made with asphalt content 4.5%; 5%; 5.5%; 6%; and 6.5% without variation of plastic waste. Furthermore, it is also made by KAO and the addition of plastic waste by 0%; 5%, 10%, 15%, 20% and 25% and tested with Marshall test and permeability. The results of the research with 5,5% KA0, that the addition of plastic waste in the porous asphalt mixture can increase the value of stability, flow, and marshall quotient. with an average value of 25% plastic waste content of 1296.71 kg; 3.62 mm and 353.19 kg / mm. However, the VIM and permeability values decreased, respectively, with an average value 20.65% and 0.188 cm / s. The mixture of porous asphalt with plastic waste, for all parameters Marshall satisfied the specifications required by the Australian Asphalt Pavement Association (2004) for moderate traffic