Approximately 30% of industrially produced ceramic materials worldwide are dumped as waste in landfills. Thus, these materials are a major environmental concern. Reusing or recycling these ceramic wastes for constructive purposes remains challenging. In this work, we evaluated for the first time the modified chemical and physical properties of bitumen incorporated with inorganic nanoceramic powder (NCP) produced from the ceramic wastes. Chemical and morphological properties of bitumen with NCP were determined. Bitumen specimens were characterized using transmission electron microscopy, X-ray fluorescence spectroscopy, X-ray diffraction, Fourier transform infrared spectroscopy, and atomic force microscopy (AFM). Physical and rheologic...
This paper aims to evaluate the possibility of using nanosilica fume as an economic and a viable alt...
The life expectancy of Asphalt Binder (AB) has been negatively impacted by the harsh bombardment of ...
Conventional binders cannot meet the current performance requirements of asphaltic pavements due to ...
Approximately 30% of industrially produced ceramic materials worldwide are dumped as waste in land-fi...
The physical, chemical and morphology characteristics of the ceramic source enable its waste to be a...
Increasing traffic volumes, heavier loads, higher tire pressures, and performance problems with asph...
The work presented in this paper focused on the rheological properties of ternary composites for pav...
To improve the thermal-oxidation aging resistance and anti-ultraviolet (UV) aging of SBS-modified bi...
Rutting and fatigue cracking are issues in pavement engineering that led to numerous studies for imp...
10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017 -...
In this study, surface morphology, rheological and chemical properties were investigated of bitumen,...
In this study, bitumen modified by fumed silica nanoparticles was characterized through dynamic shea...
Montmorillonite (Mt) nanoclay is a layered silicate mineral with a 2:1-type layer structure, two tet...
© 2017 Elsevier Ltd Due to its nature of large surface area and small size, nano-material shows spec...
Utilisation of nanomaterials in asphalt binder is widely explored to improve the performance of the ...
This paper aims to evaluate the possibility of using nanosilica fume as an economic and a viable alt...
The life expectancy of Asphalt Binder (AB) has been negatively impacted by the harsh bombardment of ...
Conventional binders cannot meet the current performance requirements of asphaltic pavements due to ...
Approximately 30% of industrially produced ceramic materials worldwide are dumped as waste in land-fi...
The physical, chemical and morphology characteristics of the ceramic source enable its waste to be a...
Increasing traffic volumes, heavier loads, higher tire pressures, and performance problems with asph...
The work presented in this paper focused on the rheological properties of ternary composites for pav...
To improve the thermal-oxidation aging resistance and anti-ultraviolet (UV) aging of SBS-modified bi...
Rutting and fatigue cracking are issues in pavement engineering that led to numerous studies for imp...
10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017 -...
In this study, surface morphology, rheological and chemical properties were investigated of bitumen,...
In this study, bitumen modified by fumed silica nanoparticles was characterized through dynamic shea...
Montmorillonite (Mt) nanoclay is a layered silicate mineral with a 2:1-type layer structure, two tet...
© 2017 Elsevier Ltd Due to its nature of large surface area and small size, nano-material shows spec...
Utilisation of nanomaterials in asphalt binder is widely explored to improve the performance of the ...
This paper aims to evaluate the possibility of using nanosilica fume as an economic and a viable alt...
The life expectancy of Asphalt Binder (AB) has been negatively impacted by the harsh bombardment of ...
Conventional binders cannot meet the current performance requirements of asphaltic pavements due to ...