It is generally recognized in current research that asphalt binder is composed of four components, i.e., saturates, aromatics, resins and asphaltenes, and the physicochemical properties of asphalt binder are closely related to the properties of the components. In this paper, solvent precipitation and chromatographic column method were used to extract and separate a sufficient amount of four components, and different components were recombinant according to the original ratio to form components recombinant materials. Using Fourier Transform Infrared, dynamic shear rheometer and differential scanning calorimetry to characterize the chemical composition and low temperature rheological properties of single component and components recombinant m...
The Rilem Technical Committee on Chemo Mechanical Characterization of Bituminous Materials has inves...
In order to figure out the influence of the warm-mix agent EC-120 on the performance of the asphalt ...
Thermal cracking of bituminous layers is one of the main modes of failure for asphalt pavements. Thi...
Due to the temperature changes caused by seasonal changes and extreme weather, asphalt pavement suff...
Physical hardening is a phenomenon that takes place at low temperatures, producing time-dependent is...
This study aims to investigate the effect of physical hardening on the low temperature performance o...
Polyphosphoric acid (PPA) modifier, which can effectively improve the rheological properties of asph...
A series of samples comprising the original and extracted asphalts from a number of bituminous pavem...
Funding Information: This research was funded by the Scientific and Technological Development Projec...
As a natural modifier of asphalt, rock asphalt has been widely used to improve its thermal stability...
A laboratory study was carried on the effects of physical hardening on the low-temperature performan...
This paper describes a quick approach for quantification of the effects of a chemical warm named Red...
Finding an alternative or supplementary test method to evaluating the low temperature performance of...
AbstractA laboratory study was carried on the effects of physical hardening on the low-temperature p...
Fluid mastic asphalt (FMA) is a skeleton dense hot-mixed asphalt mixture with the internal porosity ...
The Rilem Technical Committee on Chemo Mechanical Characterization of Bituminous Materials has inves...
In order to figure out the influence of the warm-mix agent EC-120 on the performance of the asphalt ...
Thermal cracking of bituminous layers is one of the main modes of failure for asphalt pavements. Thi...
Due to the temperature changes caused by seasonal changes and extreme weather, asphalt pavement suff...
Physical hardening is a phenomenon that takes place at low temperatures, producing time-dependent is...
This study aims to investigate the effect of physical hardening on the low temperature performance o...
Polyphosphoric acid (PPA) modifier, which can effectively improve the rheological properties of asph...
A series of samples comprising the original and extracted asphalts from a number of bituminous pavem...
Funding Information: This research was funded by the Scientific and Technological Development Projec...
As a natural modifier of asphalt, rock asphalt has been widely used to improve its thermal stability...
A laboratory study was carried on the effects of physical hardening on the low-temperature performan...
This paper describes a quick approach for quantification of the effects of a chemical warm named Red...
Finding an alternative or supplementary test method to evaluating the low temperature performance of...
AbstractA laboratory study was carried on the effects of physical hardening on the low-temperature p...
Fluid mastic asphalt (FMA) is a skeleton dense hot-mixed asphalt mixture with the internal porosity ...
The Rilem Technical Committee on Chemo Mechanical Characterization of Bituminous Materials has inves...
In order to figure out the influence of the warm-mix agent EC-120 on the performance of the asphalt ...
Thermal cracking of bituminous layers is one of the main modes of failure for asphalt pavements. Thi...