A platform for research: civil engineering, architecture and urbanism
AH-130 base asphalt graded according to the upper limit of AC-16 close gradation is selected in this paper to identify the impact of asphalt mortar of different filler-bitumen ratios on asphalt mixture’s road performance through small beam bending test at low temperature. And then bending failure energy, in substitute of bending strength, bending strain, is used to evaluate the anti-cracking performance of asphalt mixture at low temperature.
AH-130 base asphalt graded according to the upper limit of AC-16 close gradation is selected in this paper to identify the impact of asphalt mortar of different filler-bitumen ratios on asphalt mixture’s road performance through small beam bending test at low temperature. And then bending failure energy, in substitute of bending strength, bending strain, is used to evaluate the anti-cracking performance of asphalt mixture at low temperature.
Experimente Research of Filler-Bitumen Ratio Impact on Asphalt Mixture Performance
Applied Mechanics and Materials ; 361-363 ; 1851-1856
2013-08-08
6 pages
Article (Journal)
Electronic Resource
English
Experimente Research of Filler-Bitumen Ratio Impact on Asphalt Mixture Performance
British Library Conference Proceedings | 2013
|The influence of aggregate, filler and bitumen on asphalt mixture moisture damage
Online Contents | 2008
|The influence of aggregate, filler and bitumen on asphalt mixture moisture damage
British Library Online Contents | 2008
|The influence of aggregate, filler and bitumen on asphalt mixture moisture damage
Online Contents | 2008
|