Fatigue and tensile is a performance indicator for road pavement. A bituminous mixture that good in durability, strength and performance will give a long life span and low cost maintenances of the flexible pavement. For this project, it was deals with two types of bitumen which are 60/70 penetration grade and 80/100 penetration grade. The bituminous mixture design use is Marshall Mix design to perform Asphaltic Concrete and Hot Rolled Asphalt type of mixtures. The test was conducted in order to achieve the objective is Beam Fatigue test and Indirect Tensile Stiffness Modulus. From the result, it is shown that 60/70 pen grade bitumen indicates higher value in initial stiffness, modulus of elasticity and maximum tensile stress compar...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
textStudies show that the microstructure of the fine aggregate matrix has a significant influence on...
While the oxidation of binders in hot mix asphalt (HMA) pavements and its subsequent detrimental eff...
Fatigue and tensile is a performance indicator for road pavement. A bituminous mixture that good in...
The purpose of this study is to determine the tensile and fatigue properties of bituminous mixture ...
This report provides an insight into the content of the project and its significance, namely `A stu...
Mineral aggregate constitutes approximately 95% of hot-mix asphalt by weight. Thus it contributes a...
A variety of approaches are available to design the pavement structures. These approaches ar...
Different filler materials and gradation can change the bituminous performance in pavement. Filler ...
Asphalt pavement cracking is the most prevalent distress in pavements. In flexible pavements, fatigu...
Roads are the heart of any nation’s economic and social integration but due to different distresses...
Fatigue and rutting are the two major failure distresses in flexible pavement that affect significan...
Roads are the heart of any nation's economic and social integration but due to different distresses...
This Thesis was undertaken at the University of Nottingham which has a world class history of resear...
This study was performed to evaluate the effects of varying aggregate sources, aggregate gradations ...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
textStudies show that the microstructure of the fine aggregate matrix has a significant influence on...
While the oxidation of binders in hot mix asphalt (HMA) pavements and its subsequent detrimental eff...
Fatigue and tensile is a performance indicator for road pavement. A bituminous mixture that good in...
The purpose of this study is to determine the tensile and fatigue properties of bituminous mixture ...
This report provides an insight into the content of the project and its significance, namely `A stu...
Mineral aggregate constitutes approximately 95% of hot-mix asphalt by weight. Thus it contributes a...
A variety of approaches are available to design the pavement structures. These approaches ar...
Different filler materials and gradation can change the bituminous performance in pavement. Filler ...
Asphalt pavement cracking is the most prevalent distress in pavements. In flexible pavements, fatigu...
Roads are the heart of any nation’s economic and social integration but due to different distresses...
Fatigue and rutting are the two major failure distresses in flexible pavement that affect significan...
Roads are the heart of any nation's economic and social integration but due to different distresses...
This Thesis was undertaken at the University of Nottingham which has a world class history of resear...
This study was performed to evaluate the effects of varying aggregate sources, aggregate gradations ...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
textStudies show that the microstructure of the fine aggregate matrix has a significant influence on...
While the oxidation of binders in hot mix asphalt (HMA) pavements and its subsequent detrimental eff...