Shown in Figure ten. The statistical evaluation results showed that the Carbendazim manufacturer mortar on the fracture surface was gray hite, with a gray range of 16055, as well as the interface was gray, using a gray selection of 10060, and the asphalt was gray lack, using a gray array of 000.Exendin-4 Data Sheet Coatings 2021, 11,This operate utilized the three-stage piecewise linear transformation method for piecewise linear transformation to divide the asphalt, interface, and mortar around the fracture surface into diverse gray levels. We obtained ten photos of your mortar, interface, and asphalt sections within the distinctive fracture surfaces, as shown in Figure ten. The statistical analysis benefits showed that the mortar on the fracture surface was gray hite, using a gray11 of 15 selection of 16055, and the interface was gray, with a gray array of 10060, and also the asphalt was gray lack, with a gray array of 000.AsphaltInterface (a)MortarAsphaltInterface (b)MortarAsphaltInterface (c)MortarFigure 10. Picture processing of asphalt, interface, and and mortar materials. (a) Original image, (b) Gray image, (c) Gray Figure 10. Image processing of thethe asphalt, interface,mortar supplies. (a) Original image, (b) Gray image, (c) Gray histogram. histogram.This work also calculated the proportion in the asphalt and mortar location, showing that This perform also calculated the proportion of fracture surfaces varied with curing that the 3 sorts of asphalt binder around the granite the asphalt and mortar area, showing age, the three in Figure 11. Just after three days, the specimens surfaces petroleum asphalt age, as shown types of asphalt binder around the granite fracture with 70# varied with curing and mortar fractured during the test, due to the insufficient tensile strength on the mortar. As shown in Figure 11, for the specimens cured for 3 days, the mortar accounted for the biggest location. Except when using PG76-22 as a binder, the asphalt region accounted for the smallest proportion. The mortar region proportion continued to decline with rising curing age [30,31], possibly for the following motives. Because the curing age elevated, the hydration reactions inside the cement mortar continued, and the tensile strength in the cement mortar enhanced, resulting within a reduce in the potential mortar fracture overall performance from the specimen when subjected to tensile testing. As the curing age increased, the interactions involving the asphalt and mortar increased, which improved the strain array of the mortar, resulting in cracks at the interface. Finally, with prolonged curing time, the continuousCoatings 2021, 11, 1231 Coatings 2021, 11,12 of 15 12 ofintrusion of moisture brought on the asphalt specimens with 70# petroleum asphalt and as shown in Figure 11. Following 3 days, theto emulsify, which triggered the failure in interfacial bonding and triggered the asphalt to crack at insufficient tensile strength on the mortar. mortar fractured during the test, because of the the interface.(a)(b)Figure 11. Adjustments in area ratio with curing age. (a) Changes in asphalt region with curing age, Figure 11. Adjustments in area ratio with curing age. (a) Modifications in asphalt area with curing age, (b) (b) Alterations in mortar region with curing age. Alterations in mortar location with curing age.Coatings 2021, 11,The asphalt area accounted for the all round upward trend with prolonged aging time. As area ratio of asphalt dropped suddenly after 3 days, the mortar accounted Theshown in Figure 11, for the specimens cured for14 d, when PG76-22 was used as the for the largest region.