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The Wilhelmy Plate Method has been widely used to determine the surface energy components of asphalt binders.
The SFE components of asphalt binders and aggregates were used to evaluate adhesion bond energies in dry and wet condition.
Thermo-gravimetric analysis coupled with mass spectrometry (TG MS) was implemented to analyze the combustion behavior of the four components of asphalt in a simulated air environment.
Thereafter, surface free energy (SFE) components of asphalt binders, bonding energy and compatibility ratio (CR) of selected asphalt-aggregate combinations were estimated.
This study investigated the interaction among different components of asphalt binders collectively modified with crumb rubber and warm mix additives through thermal gravimetric analysis (TGA) and differential scanning calorimeter (DSC) testing.
As such, the developed model presents a robust, fully coupled and validated constitutive framework that includes the major behavioral components of asphalt materials, enabling thus an optimized simulation of predicted performance under various conditions.
Similar(54)
It is a kind of asphalt viscosity modifier, which is the main component of asphalt pavement in Japan.
Filler is the main component of asphalt mastic and its properties are closely associated with the performances of asphalt mastic.
Moreover, aggregates are the main component of asphalt mixtures and, due to the wear of traffic, typically make up the surface of roads.
Aggregates are the major component of asphalt mixtures, so their properties and the way they are packed play a significant role on the mix performance.
In order to improve the road performance of asphalt mixture, the phase behavior of asphalt mastic which is the most important component of asphalt mixture was studied.
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