Development of Non-Petroleum-Based Binders for Use in Flexible Pavements – Phase II

作者: R. Christopher Williams , Ka Lai Nieve Ng Puga , Elvira Joana Joana Ferreira Ferreira Peralta

DOI:

关键词: CrackingWaste managementNatural rubberFatigue crackingChemical compatibilityProcess engineeringPetroleumMaterials scienceAsphaltMoistureRut

摘要: Bio-binders can be utilized as asphalt modifiers, extenders, and replacements for conventional in bituminous binders. From the rheology results of Phase I this project, it was found that bio-binders tested had good performance, similar to asphalt, except at low temperatures. II project addresses shortcoming evaluates Superpave performance laboratory mixes produced with enhanced bio-binders. The main objective research develop a bio-binder capable replacing flexible pavements by incorporating ground tire rubber (GTR) into bio-oil derived from fast pyrolysis agriculture forestry residues. chemical compatibility new GTR assessed, low-temperature use GTR. newly developed binder, which consisted 80 percent binder 20 rubber-modified (85 15 GTR), used produce two different air void contents, 4 7 percent. test showed is or better than fatigue cracking, rutting resistance, moisture sensitivity, cracking. These need validated field projects order demonstrate adequate innovative sustainable technology pavements.

参考文章(125)
Elham H Fini, Abolghasem Shahbazi, Eric W Kalberer, Biobinder From Swine Manure: Sustainable Alternative for Asphalt Binder Transportation Research Board 90th Annual MeetingTransportation Research Board. ,(2011)
M. Ould-Henia, A.-G. Dumont, Assessment of the rheological properties of asphalt rubber binder and its residual phases Asphalt Rubber Conference. ,(2006)
Glicério Trichês, Liseane P. T. L. Fontes, Paulo A. A. Pereira, Jorge C. Pais, Performance of wet process method alternatives: terminal or continuous blend ,(2006)
Silvrano Adonias Dantas Neto, Márcio Muniz de Farias, Paulo A. A. Pereira, Jorge C. Pais, Influence of crumb rubber gradation on asphalt-rubber properties ,(2006)
C K Estakhri, C J Glover, P Wattanachai, J F Chipps, P Juristyarini, S A Williamson, S E Leicht, J S Chun, T C Billiter, J A Bullin, R R Davison, A COMPREHENSIVE LABORATORY AND FIELD STUDY OF HIGH-CURE CRUMB-RUBBER MODIFIED ASPHALT MATERIALS Texas Transportation Institute. ,(2000)
Jorge C Pais, Paulo AA Pereira, Manuel JC Minhoto, Liseane PTL Fontes, DSNVA Kumar, BTA Silva, None, The prediction of fatigue life using the k1-k2 relationship Proceedings of 2nd Workshop on Four Point Bending. pp. 39- 46 ,(2009)
Michael Heitzman, DESIGN AND CONSTRUCTION OF ASPHALT PAVING MATERIALS WITH CRUMB RUBBER MODIFIER Transportation Research Record. ,(1992)
Marshall R Thompson, Gabriel Garcia, Hma Dynamic Modulus Predictive Models (a Review) Civil Engineering Studies, Illinois Center for Transportation Series. ,(2007)
A. K. Mohanty, M. Misra, L. T. Drzal, Sustainable Bio-Composites from Renewable Resources: Opportunities and Challenges in the Green Materials World Journal of Polymers and The Environment. ,vol. 10, pp. 19- 26 ,(2002) , 10.1023/A:1021013921916