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• W2938963002 abstract "Road construction is required to provide better mobility for the community. Thisresearch aims to evaluate the use of BPSC particles as additive in Hot Mix Asphalt(HMA) mixture which was previously introduced in powder form. The experimentalwork for this survey included the use of four BPSC ratios (2, 4, 6 and 8%) accordingto the weight of bitumen. A design for the hot mix asphalt was executed by using theSuperpave method for each additive ratio. However, using soft clay as filler tomodify asphalt binder and mixture was not intensively done by researchers.Additionally, physical properties results of penetration and softening point show thatsoft clay can increase the binder stiffness, while storage stability of modified asphaltbinder had a good compatibility between the original and modified binder. Therheological properties results such as dynamic shear rheometer indicated that softclay modified asphalt binder would increase the stiffness and the elastic behaviorcompared to unmodified binder at intermediate and high temperatures. It has also thelowest susceptibility for rutting and the temperature susceptibility. In addition,microstructure examinations of the asphalt binders were then achieved by usingscanning electron microscopy, hence; images displayed that soft clay particlesdistributed uniformly in the asphalt matrix. In addition, asphalt mixture test such asindirect resilient modulus, indicated that the stiffness increased as the percentages ofsoft clay increased. Also, dynamic creep results showed that the adding soft clay toasphalt mixtures remarkably decreases its susceptibility to permanent deformation.As for the moisture susceptibility, all the samples pass the 80% tensile strength ratio,it could be noted that BPSC had improved adhesion strength between an aggregateand binder. Furthermore, ageing index values show that the susceptibility tooxidative ageing was significantly reduced with the increase of BPSC content aftershort-term aging, and also it was observed that short-term aging had given a goodresistance to oxidation. Studies on correlation analysis between different rheologicalmodified asphalt binder and mixture of HMA were also conducted. It was shown thata strong correlation exists among G*/sin δ and rut depth. In conclusion, theintroduction of BPSC has a bright potential as a new material of HMA which can beused in pavement construction in the future." @default.
• W2938963002 created "2019-04-25" @default.
• W2938963002 creator A5028898987 @default.
• W2938963002 creator A5077533905 @default.
• W2938963002 date "2017-01-01" @default.
• W2938963002 modified "2023-09-26" @default.
• W2938963002 title "Asphalt binder and mixture performance using Batu Pahat soft clay as modifier" @default.
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