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- W220010630 abstract "This paper presents laboratory test results demonstrating the effects of aggregate type and gradation on permanent deformation(rutting) of asphalt concrete mixtures. Uniaxial incremental static creep tests were performed in accordance with the VESYS(Viscoelastic Structural System) method to determine the permanent deformation characteristic of the asphalt concrete. Axial deformation was measured by using two extensometers which were held by upper and lower c1amps directly fastened to the 4in. by 8in. cylindrical specimen with a gauge length of 4in.. The effects of aggregate type and gradation on permanent deformation of asphalt concrete were evaluated under test combinations with changing asphalt type, asphalt content. air void content. testing temperature and applied stress level. The test results were analyzed using statistical analysis and graphical comparison of data. The analysis of variance(ANOVA) tests were performed to investigate the main effects and interactions of the test variables with the aggregate type or gradation. The analysis results revealed that, with the size of experimentation used in this study, aggregate type has significant effects on permanent deformation of asphalt concrete, indicating better performance from the mixtures comprised of aggregate with a rough surface texture and an angular shape. Coarse gradation did not show significant effects on permanent deformation. Interactions of aggregate type with gradation, asphalt type, air void and temperature were found to be significant for the permanent deformation of asphalt concrete." @default.
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- W220010630 title "Laboratory Characterization on Permanent Deformation(Rutting) of Asphalt Concrete by Uniaxial Incremental Static Creep Testing" @default.
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