Effect of mat thickness for the degree of compaction of asphalt pavements

dc.contributor.authorGunasekara, KKSM
dc.contributor.authorMampearachchi, WK
dc.contributor.editorPasindu, HR
dc.date.accessioned2022-05-31T04:57:33Z
dc.date.available2022-05-31T04:57:33Z
dc.date.issued2018-08
dc.description.abstractCompaction of the hot mix asphalt (HMA) is a very important process in road construction. The ability of the load bearing greatly depends on the degree of compaction of the hot mix asphalt pavements (Finn, & Epps, 1980). The degree of compaction depends on various factors. The thickness of the hot mix asphalt mat is a major factor that affects the degree of compaction. Temperature of the hot mix asphalt is very much important for proper compaction. It is mainly governed by the layer thickness. According to the previous research, it is shown that temperature in layers with a low thickness rapidly drop down rather than in the layers with a high thickness.The research aims at finding out, the optimum mat thickness of the asphalt pavements, suitable for Sri Lankan conditions. In the process compaction of the hot mix asphalt layers, maximum aggregate affects the layer thickness. In general, it is about 2.5 times of the maximum aggregate size. According to the guidelines of the Road Development Authorities (Sri Lanka), most of the asphalt pavements are constructed with layers the thickness of 50mm or lesser (40-50mm). For the purpose of the investigation, two road projects (Jaffna-Pannai-Kayts road project and AP4-Integrated road package of Anuradhapura) were selected, to find out the optimum mat thickness. Thickness of the asphalt cores and their degree of compactions were obtained from the above projects. The cores within a certain range of breakdown temperatures, were selected to maintain the uniformity. Maximum day time temperature and average monthly velocity details were obtained from the Department of Meteorology. The graph of core thicknesses versus degree of compaction is plotted and optimum compaction range is measured using the graph. As per the investigation, it shows that, mat thicknesses within the range of 55-60mm have the highest degree of compaction. It is recommended to have a mat thickness about 55-60mm thick, instead of having 50mm or lesser mat thicknesses.en_US
dc.identifier.citationGunasekara, K.K.S.M. & Mampearachchi, W.K. (2018). Effect of mat thickness for the degree of compaction of asphalt pavements [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2018 (p. 39). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202018_0.pdfen_US
dc.identifier.conferenceTransport Research Forum 2018en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.email[email protected]en_US
dc.identifier.email[email protected]en_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnosp. 39en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of the Transport Research Forum 2018en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/18068
dc.identifier.year2018en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, University of Moratuwa.en_US
dc.relation.urihttps://uom.lk/sites/default/files/civil/files/TRF%202018_0.pdfen_US
dc.subjectMaten_US
dc.subjectThicknessen_US
dc.subjectHot mix asphalten_US
dc.subjectDegree of compactionen_US
dc.subjectMaximum aggregate sizeen_US
dc.subjectCore sampleen_US
dc.titleEffect of mat thickness for the degree of compaction of asphalt pavementsen_US
dc.typeConference-Abstracten_US

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