One of the major distresses found in asphalt pavement layers is moisture damage due to rapid freezing and thawing in cold regions. The objectives of this study are to evaluate the stripping of fine and coarse aggregates on the surface of an asphalt mixture after the rapid freeze-thaw effect using an image processing technique. Samples of size 183mmX50mmX70mm (beam shape) were prepared using a linear kneading compactor. These samples were placed into an automatic freeze-thaw chamber for about 38 days (8 cycles of freeze-thaw a day, and 300 freeze-thaw cycles in total) to simulate the freeze-thaw effect on asphalt pavement. It was anticipated that the 300 freeze-thaw cycles will simulate the condition of an asphalt pavement during one year of...
The thermodynamic behavior of asphalt mixtures is critical to the engineers since it directly relate...
The road performance decay law of EACRM under freeze-thaw cycles was studied using laboratory tests ...
In this research, the durability of skid resistance during the ice melting process with temperature ...
Depending on the region, in a single year, the pavement undergoes many cycles of freezing and thawin...
The sample image dataset comprises of high resolution image specimens of PG-76 grade based warm mix ...
Warm Mix Asphalt (WMA) is susceptible to moisture damage owing to its lower production temperature. ...
International audienceIn cold regions, pavements suffer from the thermal cracking caused by the cont...
Freezing and ground water in road constructions have a strong influence on the asphalt layer and unb...
The effect of freeze–thaw (F–T) in the seasonal frozen area would lead to damage to asphalt pavement...
A major concern with the application of water-foamed asphalt mixtures is the possible performance de...
Low average temperature, large temperature difference, and continual freeze-thaw cycles have signifi...
Asphalt pavement is widely used on roadways and airside pavement across Canada. Despite various bene...
In cold regions, road pavements are frequently covered by ice and snow because of low temperatures a...
University Transportation Centers Program2020PDFTech ReportGhabchi, RouzbehAcharya, RajanSouth Dakot...
Porous asphalt concrete (PAC) have a typical big void-skeleton structure, and porous asphalt mixture...
The thermodynamic behavior of asphalt mixtures is critical to the engineers since it directly relate...
The road performance decay law of EACRM under freeze-thaw cycles was studied using laboratory tests ...
In this research, the durability of skid resistance during the ice melting process with temperature ...
Depending on the region, in a single year, the pavement undergoes many cycles of freezing and thawin...
The sample image dataset comprises of high resolution image specimens of PG-76 grade based warm mix ...
Warm Mix Asphalt (WMA) is susceptible to moisture damage owing to its lower production temperature. ...
International audienceIn cold regions, pavements suffer from the thermal cracking caused by the cont...
Freezing and ground water in road constructions have a strong influence on the asphalt layer and unb...
The effect of freeze–thaw (F–T) in the seasonal frozen area would lead to damage to asphalt pavement...
A major concern with the application of water-foamed asphalt mixtures is the possible performance de...
Low average temperature, large temperature difference, and continual freeze-thaw cycles have signifi...
Asphalt pavement is widely used on roadways and airside pavement across Canada. Despite various bene...
In cold regions, road pavements are frequently covered by ice and snow because of low temperatures a...
University Transportation Centers Program2020PDFTech ReportGhabchi, RouzbehAcharya, RajanSouth Dakot...
Porous asphalt concrete (PAC) have a typical big void-skeleton structure, and porous asphalt mixture...
The thermodynamic behavior of asphalt mixtures is critical to the engineers since it directly relate...
The road performance decay law of EACRM under freeze-thaw cycles was studied using laboratory tests ...
In this research, the durability of skid resistance during the ice melting process with temperature ...