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- W599395758 abstract "One of the usual failures of asphalt materials is due to the fatigue phenomenon, reason for which, many authors have investigated in relation to this subject; based solely on individual studies of the bitumen or the asphalt mixture. The objective of this work is to relate and to establish a correlation between the fatigue parameters of the bitumen, with the fatigue parameters of their corresponding asphalt mixtures. The fatigue laws for the bitumen were obtained by means of the dynamic rheometer test and those for the mixtures by means of the three point bending beam test. For this work different conventional and polymer modified asphalt binders were used. The research shows, as it was mentioned in the introduction, the importance of the modulus and the critical deformation in the fatigue failure of binders and mixtures. With binders of the same modulus, the higher the critical deformation, the better its behaviour under fatigue. A relationship is observed between the mixture's behaviour under fatigue and the binder used in its manufacture. Despite its low content in bitumen, 4.5% in weight, the influence of the binder used is highly significant in its response. For the covering abstract see ITRD E157233" @default.
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- W599395758 date "2008-01-01" @default.
- W599395758 modified "2023-09-28" @default.
- W599395758 title "Relation between the fatigue behaviour of asphalt binders and bituminous mixtures" @default.
- W599395758 hasPublicationYear "2008" @default.
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