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Low and intermediate temperature fracture performance of hot mix asphalt (HMA) reinforced with nano-reduced graphene oxide (NRGO) under freeze-thaw cycles and aging conditions
被引:2
|作者:
Niu, Lihua
[1
]
Qian, Jinwang
[2
]
Naseri, Alireza
[3
,4
]
Zarei, Mohammad
[5
]
机构:
[1] North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou, Peoples R China
[2] Zhengzhou Univ Aeronaut, Sch Elect & Informat, Zhengzhou, Peoples R China
[3] Islamic Azad Univ, Dept Civil Engn, Tabriz Branch, Tabriz, Iran
[4] Islamic Azad Univ, Ind NanoTechnol Res Ctr, Tabriz Branch, Tabriz, Iran
[5] Imam Khomeini Int Univ, Dept Civil Engn, Qazvin, Iran
关键词:
Aging mechanism;
shear and tear cracks;
fracture resistance;
short- and long-term fracture;
freeze-thaw cycles;
nano-reduced graphene oxide;
STEEL SLAG;
CONCRETE;
RESISTANCE;
MIXTURES;
CRACKING;
BEHAVIOR;
FATIGUE;
BITUMEN;
ENERGY;
FIBER;
D O I:
10.1080/10298436.2024.2414065
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
This study evaluates the effect of nano-reduced graphene oxide (NRGO) and conditions of short- and long-term (three freeze-thaw cycles (3 FTC)) failure and six days of ageing (6 AM) on bituminous mixtures from the viewpoint of fracture toughness (KIIC and KIIIC) and fracture energy (FEII and FEIII) at +/- 15 degrees C. The results showed the fracture stiffness was improved at +/- 15 degrees C (under three conditioning states). However, the fracture flexibility was decreased and increased at low and medium temperatures, respectively. At low temperatures, the results indicated that FEIII and KIIC had the lowest resistance under unconditioned and AM conditions, while FEII and KIIC had the lowest resistance under FTC. At intermediate temperatures, FEIII and KIIC under non-conditioned and FTC conditions and FEII and KIIC under AM conditions obtained the lowest resistance. Therefore, it was recommended to check both loading states in determining the shear performance (in-plane and out-of-plane) of asphalt mixtures. Finally, by providing the minimum short- and long-term properties required to control shear and tear cracks, reinforced mixtures lead to increased service life, reduced maintenance costs and improved road safety in cold and tropical regions.
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页数:32
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