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A platform for research: civil engineering, architecture and urbanism
Relationship between multiple stress creep recovery (MSCR) binder test results and asphalt concrete rutting resistance in Brazilian roadways
HighlightsAsphalt binders and mixtures lab results, and field rutting behavior are presented.Modeling of mix rutting behavior and simulation of pavements behavior are performed.MSCR and FN tests and LVECD results are contrasted with field behavior of pavements.Weak correlations between MSCR results and rutting behavior of mixes (lab or field).Good agreement between LVECD prediction and rutting measurements on test sections.
AbstractThe selection of an asphalt binder that resists permanent deformation is a challenge, particularly to relate such resistance to the corresponding asphalt mixture behavior in the field. The main goal of this paper is to evaluate the relationship between asphalt binders’ rutting resistance obtained in the laboratory with field observations of mixtures containing those binders. The performances of three monitored test sections were evaluated in Brazil. The rutting resistance of the asphalt mixtures was evaluated in laboratory by the Uniaxial Repeated Load and by the Triaxial Stress Sweep (TSS) tests. The corresponding asphalt binders were tested for the Performance Grade (PG), as well as for the percentage of recovery (R) and the non-recoverable compliances (Jnr) through the Multiple Stress Creep and Recovery (MSCR) test. Rutting performance prediction was conducted using Layered ViscoElastic analysis for Critical Distresses (LVECD) and TSS test results. The results pointed out that the characterization of the asphalt binders by itself is not sufficient to estimate the rutting behavior of the corresponding asphalt mixtures, because of the important role of the aggregates. Nevertheless, poor results in MSCR binder tests tend to indicate mixtures with poor performance (field and laboratory), i.e., the binder test can be used to avoid selecting binders that may lead to permanent deformation.
Relationship between multiple stress creep recovery (MSCR) binder test results and asphalt concrete rutting resistance in Brazilian roadways
HighlightsAsphalt binders and mixtures lab results, and field rutting behavior are presented.Modeling of mix rutting behavior and simulation of pavements behavior are performed.MSCR and FN tests and LVECD results are contrasted with field behavior of pavements.Weak correlations between MSCR results and rutting behavior of mixes (lab or field).Good agreement between LVECD prediction and rutting measurements on test sections.
AbstractThe selection of an asphalt binder that resists permanent deformation is a challenge, particularly to relate such resistance to the corresponding asphalt mixture behavior in the field. The main goal of this paper is to evaluate the relationship between asphalt binders’ rutting resistance obtained in the laboratory with field observations of mixtures containing those binders. The performances of three monitored test sections were evaluated in Brazil. The rutting resistance of the asphalt mixtures was evaluated in laboratory by the Uniaxial Repeated Load and by the Triaxial Stress Sweep (TSS) tests. The corresponding asphalt binders were tested for the Performance Grade (PG), as well as for the percentage of recovery (R) and the non-recoverable compliances (Jnr) through the Multiple Stress Creep and Recovery (MSCR) test. Rutting performance prediction was conducted using Layered ViscoElastic analysis for Critical Distresses (LVECD) and TSS test results. The results pointed out that the characterization of the asphalt binders by itself is not sufficient to estimate the rutting behavior of the corresponding asphalt mixtures, because of the important role of the aggregates. Nevertheless, poor results in MSCR binder tests tend to indicate mixtures with poor performance (field and laboratory), i.e., the binder test can be used to avoid selecting binders that may lead to permanent deformation.
Relationship between multiple stress creep recovery (MSCR) binder test results and asphalt concrete rutting resistance in Brazilian roadways
Bastos, Juceline B.S. (author) / Babadopulos, Lucas F.A.L. (author) / Soares, Jorge B. (author)
Construction and Building Materials ; 145 ; 20-27
2017-03-28
8 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2017
| British Library Online Contents | 2017