The main goal of this paper is to propose the performance parameter for binder which is good for quality prediction of asphalt mixture in frame of resistance to permanent deformation (rutting). Additionally, correlation between, proposed by the authors, repeatable shear creep-recovery test carried out on binder and bituminous mixture rutting test is under evaluation. The results are analysed and correlation between the proposed functional parameter and rut depth is shown. Thanks to that it is possible to claim that expensive rutting test procedure can be assisted with simple test carried out in dynamic shear rheometer at the initial mix design procedure
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
This paper aims to study the rheological properties of the binder taken from four years old flexible...
The main goal of this paper is to propose the performance parameter for binder which is good for qua...
One of the main distresses affecting asphalt pavements is rutting, which originates from the accumul...
Permanent deformation in the form of rutting is the most frequently occurring defect of asphalt pave...
In the experimental study described in this paper, rutting properties of different bituminous binder...
AbstractBituminous binders are thermoplastic liquids which behave as viscoelastic materials. Their d...
Permanent deformation in asphalt mixture, also known as ?rutting?, is one of the most important dis...
Rutting in asphalt concrete layers is a longitudinal depression in wheel paths caused by traffic loa...
Asphalt binder plays an important part in determining many aspects of road performance. However, the...
Along with the increase of road traffic and loads, arises the need for a methodology for studying an...
Asphalt binder plays an important part in determining many aspects of road performance. However, the...
In this paper, a stiffness indicator of Generalized Dynamic Shear Modulus (GDSM) of asphalt binders ...
Rutting or permanent deformation is one of the severe distresses manifested in flexible pavements ca...
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
This paper aims to study the rheological properties of the binder taken from four years old flexible...
The main goal of this paper is to propose the performance parameter for binder which is good for qua...
One of the main distresses affecting asphalt pavements is rutting, which originates from the accumul...
Permanent deformation in the form of rutting is the most frequently occurring defect of asphalt pave...
In the experimental study described in this paper, rutting properties of different bituminous binder...
AbstractBituminous binders are thermoplastic liquids which behave as viscoelastic materials. Their d...
Permanent deformation in asphalt mixture, also known as ?rutting?, is one of the most important dis...
Rutting in asphalt concrete layers is a longitudinal depression in wheel paths caused by traffic loa...
Asphalt binder plays an important part in determining many aspects of road performance. However, the...
Along with the increase of road traffic and loads, arises the need for a methodology for studying an...
Asphalt binder plays an important part in determining many aspects of road performance. However, the...
In this paper, a stiffness indicator of Generalized Dynamic Shear Modulus (GDSM) of asphalt binders ...
Rutting or permanent deformation is one of the severe distresses manifested in flexible pavements ca...
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
Flow tests (flow number and flow time) are explicatory indices for the evaluation of the rutting pot...
This paper aims to study the rheological properties of the binder taken from four years old flexible...