scholarly journals Assessment of automatic induction self-healing treatment applied to steel deck asphalt pavement

2022 ◽  
Vol 133 ◽  
pp. 104011
Author(s):  
Kai Liu ◽  
Peixin Xu ◽  
Fang Wang ◽  
Lingyun You ◽  
Xuancheng Zhang ◽  
...  
1997 ◽  
pp. 161-171 ◽  
Author(s):  
Masanori Iwasaki ◽  
Koh Nagata ◽  
Takehiro Nishikawa ◽  
Tatsuya Ojio ◽  
Kentaro Yamada

Author(s):  
Sergey Dubina ◽  
Ruslan Dzhafarov ◽  
Andrey Yashnov ◽  
Sergey Polyakov ◽  
Vadim Nikolskii ◽  
...  

Author(s):  
Yoshihiko TODA ◽  
Yoshio HISARI ◽  
Osamu KAMADA ◽  
Shinya YOKOTA ◽  
Sei TANIGUCHI

Coatings ◽  
2021 ◽  
Vol 11 (4) ◽  
pp. 385
Author(s):  
Marta Vila-Cortavitarte ◽  
Daniel Jato-Espino ◽  
Daniel Castro-Fresno ◽  
Miguel Á. Calzada-Pérez

Fatigue is one of the main forms of deterioration in asphalt mixtures, endangering their service life due to the progressive appearance and expansion of cracks. A sustainable approach to increase the lifetime of asphalt pavement has been found in self-healing technology, especially if boosted with metal by-products due to their economic and environmental interest. Under these circumstances, this research addressed the fatigue behavior of self-healing asphalt mixtures including industrial sand blasting by-products obtained from sieving and aspiration processes. Hence, a uniaxial fatigue test was carried out to determine whether these experimental mixtures can provide a similar response to that of a reference asphalt concrete (AC-16). This analysis was undertaken with the support of descriptive and inferential statistics, whose application proved the absence of significant differences in the fatigue performance of self-healing experimental mixtures with respect to conventional asphalt concrete. These results suggest that designing self-healing mixtures with metal by-products is a sustainable approach to increase the lifetime of asphalt pavements, while contributing to the circular economy through diverse economic and environmental benefits.


Author(s):  
Yoshio HISARI ◽  
Osamu KAMADA ◽  
Shinya YOKOTA ◽  
Masato KANO ◽  
Nobuyuki YOSHIDA

Materials ◽  
2020 ◽  
Vol 13 (11) ◽  
pp. 2502 ◽  
Author(s):  
José Manuel Lizárraga ◽  
Juan Gallego

Nowadays, the self-healing of asphalt pavements promoted by microwave radiation heating energy is gaining attention and strength in the scientific community. However, most of these studies are only conceptual and, thus, remain shrouded in uncertainty regarding technology development, economy, and application effect. Therefore, there are several efforts underway to offer more effective assisted healing treatments that are capable of overcoming such uncertainties. This paper aims to assess and quantify the healing performance rates (HR) of half-warm recycled asphalt (HWRA) mixtures containing electric arc furnace (EAF) slag and total recycled asphalt pavement (RAP) rates. To this end, a novel assisted thermomechanical healing treatment (i.e., a recompaction-based technique and microwave heating energy) was put forward to promote the potential healing effect of this treatment on the mechanical properties of the asphalt mixtures. In order to do this, three microwave heating temperatures (25 °C, 60 °C, and 80 °C) and three mechanical recompaction levels (0, 25, and 50 gyrations) were selected. After that, the healing performance rates (%, HR) of the asphalt mixtures were calculated by repeated indirect tensile strength (ITS) and indirect tensile stiffness modulus (ITSM). The results indicated that the 8% EAF slag mixture was found to provide significant microwave heating energy savings by up to 69% compared with the benchmark 100% RAP mixture, and, at the same time, it experienced a remarkable stiffness recovery response of 140% of the initial mechanical properties. These findings encourage greater confidence in promoting this innovative thermomechanical-based healing treatment for in-situ surface course asphalt mixtures of road pavements.


2016 ◽  
Vol 852 ◽  
pp. 1436-1442
Author(s):  
Min Wang ◽  
Nai Xing Liang ◽  
Li Xiao ◽  
Chao Lan

The numerical analysis model and analytic formula, concerning flexural-tensile composite modulus of steel deck paving materials, were established with five-point loading composite beams, in order to explore the modulus value of steel deck paving materials. Regarding the three typical asphalt pavement material such as SMA10, GA10 and EA10, the composite modulus of paving material was calculated by analyzing stepwise loading data, and a universal flexural-tensile composite modulus range is proposed: SMA10 is 500 ~ 550MPa, GA10 is 500 ~ 600MPa, EA10 is 650 ~ 700MPa. The results show good agreement between the modulus of the numerical analysis method and analytical formula method. The proposed analytical formulas can calculate the flexural-tensile composite modulus more easily according to the actual load conditions, and the modulus value played a significant role in guiding the design and mechanical analysis of steel deck pavement system.


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