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Road Materials and Pavement Design is a peer-reviewed journal published by Taylor & Francis, covering Asphalt Pavement Performance Evaluation, Infrastructure Maintenance and Monitoring, Geotechnical Engineering and Underground Structures. Over its lifetime it has published 3,161 papers, which have received 64,127 citations.
| Publisher | Taylor & Francis |
|---|---|
| Reference style | Author–year (APA) Author–year — (Smith, 2023) in the text Smith, A., Jones, B., & Lee, C. (2023). A representative article title. Road Materials and Pavement Design, 12(3), 45–58.
Formats any DOI in Road Materials and Pavement Design style. No sign-up. |
| Publishes research in | Asphalt Pavement Performance Evaluation Infrastructure Maintenance and Monitoring Geotechnical Engineering and Underground Structures Innovative concrete reinforcement materials Concrete and Cement Materials Research |
| ISSN | 1468-0629 |
| Citation impact (2-yr) | 3.14 |
| h-index | 88 |
| i10-index | 1,673 |
| Top institutions publishing here | Chang'an University |
| Journal website | www.tandfonline.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
ABSTRACT A research including a large experimental campaign on the characterization of the viscoelastic behavior of different bituminous materials was developed. The aim is to establish the links between the viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The viscoelastic behavior of bituminous binders and mixes…
ABSTRACT The correlation between asphalt viscosity increase on oxidative aging and the carbonyl compounds formed (almost exclusively ketones) has been well established; however, the effect of sulfoxide formation on physical properties during age hardening has received little attention. Evidence is presented in this paper that shows that the alcohols, which are formed concurrently with the…
ABSTRACT The Multi-stress Creep and Recovery (MSCR) Test is currently being considered as a replacement for the Superpave high temperature binder criteria G* sinδ. The MSCR test can distinguish between the rutting properties of both neat binders and polymer modified binders. The test is run on the same dynamic shear rheometer test equipment currently used…
The main focus of this study was to obtain plant produced Reclaimed Asphalt Pavement (RAP) mixtures, to document the mixture production parameters and to evaluate the degree of blending between the virgin and RAP binders. The effect of mixture production parameters on the performance (in terms of stiffness, cracking, rutting, and moisture susceptibility) and workability…
ABSTRACT A large experimental campaign on the characterization of the linear viscoelastic behaviour of different bituminous materials was carried out. The goal was to establish the links between the linear viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The linear viscoelastic behaviour of bituminous binders and…
