Marble dust waste powder generated by the marble cutting industry has a high alkalinity. In this research, the use of marble dust (MD) as a mineral filler substitute in hot mixed asphalt (HMA) was evaluated. The Marshall mix design was used to determine the optimum bitumen content (OBC) for all of the mixtures. For each of the four MD contents, i.e., 0, 2%, 4%, and 6% by weight of the total aggregates, four different bitumen percentages were used. The results of the Marshall stability test showed that the optimum filler content was 4% MD. Samples were prepared with 0 MD in the control mix and varying percentages of MD as an alternate filler. In addition, MD aided in increasing the Marshall stability, rutting resistance, and permanent deformation and reduced the fatigue life of asphalt mixtures. As the percentage of MD increases, the rutting resistance and stiffness at high temperatures both increase. As the percentage of MD increases, the fatigue life reduces. Rut resistance in high-temperature conditions can be improved by using MD in HMA as a partial substitute for stone dust (SD). In areas where extensive MD waste is present, MD can be incorporated into HMA mixtures instead of conventional fillers. & COPY; 2023 Periodical Offices of Chang'an University. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY
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Univ Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, ColombiaUniv Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, Colombia
Rondon-Quintana, Hugo Alexander
Ruge-Cardenas, Juan Carlos
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Univ Mil Nueva Granada, Fac Engn, Civil Engn Program, Carrera 11 101-80, Bogota 111071, DC, ColombiaUniv Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, Colombia
Ruge-Cardenas, Juan Carlos
Reyes-Lizcano, Fredy Alberto
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Pontificia Univ Javeriana, Fac Engn, Dept Civil Engn, Carrera 7 40-62, Bogota 110231, DC, ColombiaUniv Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, Colombia
Reyes-Lizcano, Fredy Alberto
Bastidas-Martinez, Juan Gabriel
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Univ Piloto Colombia, Fac Engn, Civil Engn Program, Carrera 9 45A-44, Bogota 110231, DC, ColombiaUniv Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, Colombia
Bastidas-Martinez, Juan Gabriel
Zafra-Mejia, Carlos Alfonso
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Univ Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, ColombiaUniv Dist Francisco Jose de Caldas, Fac Medio Ambiente & Recursos Nat, Carrera 5 Este 15-82, Bogota 110131, DC, Colombia
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South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China
Hu, Chichun
Lin, Weijie
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South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China
Lin, Weijie
Partl, Manfred
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Swiss Fed Labs Mat Sci & Technol, Rd Engn Sealing Components, Dubendorf, SwitzerlandSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China
Partl, Manfred
Wang, Duanyi
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South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China
Wang, Duanyi
Yu, Huayang
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South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China
Yu, Huayang
Zhang, Zhi
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South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China