共 50 条
Performance of hot-mix asphalt using polymer-modified bitumen and marble dust as a filler
被引:7
|作者:
Khan, Diyar
[1
,2
]
Khan, Rawid
[1
]
Khan, Muhammad Tariq
[1
]
Alam, Muhammad
[3
]
Hassan, Tanveer
[4
]
机构:
[1] Univ Engn & Technol, Dept Civil Engn, Peshawar, Pakistan
[2] Silesian Tech Univ, Fac Transport & Aviat Engn, PL-40019 Katowice, Poland
[3] Univ Engn & Technol, Dept Civil Engn, Mardan, Pakistan
[4] London South Bank Univ, Dept Built Environm & Architecture, London SE1 0AA, England
关键词:
Asphalt mixture;
Marble dust;
Wheel tracker test;
Dynamic modulus test;
Four-point fatigue beam test;
RICE HUSK ASH;
FLY-ASH;
WASTE;
PAVEMENT;
MIXTURES;
RESISTANCE;
POWDER;
ROAD;
D O I:
10.1016/j.jtte.2022.12.002
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
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
引用
收藏
页码:385 / 398
页数:14
相关论文