Masterbatch Natural Rubber—Innovative Asphalt Cement Additive for Sustainable Flexural Pavements
The mechanical performance of Masterbatch Natural Rubber (MNR)-modified asphalt concrete (MNR-AC) was investigated and is presented in this paper. When compared to conventional asphalt concrete (AC), MNR-AC exhibits significantly superior performance across key mechanical parameters, including Marshall stability, indirect tensile strength (ITS), resilient modulus (IT Mr), indirect tensile fatigue life (ITFL), and rutting resistance. The most pronounced enhancements are observed at the optimal dry rubber to asphalt cement (r/b) ratio of 3%, at which MNR-AC demonstrates peak performance in all evaluated tests. The fatigue distress models for MNR-AC and AC reveal distinct logarithmic relationships, with an intersection point occurring at an r/b ratio of approximately 3%. This suggests that MNR-AC with an r/b ratio of 3% or less exhibits a markedly superior fatigue life compared to conventional AC under equivalent applied-stress conditions. MNR offers significant practical advantages over liquid natural rubber, including more consistent mixing, and simplified storage and transportation, positioning it as a promising and sustainable advancement in pavement material technology.
Authors
- Suksun Horpibulsuk (ORCID: https://orcid.org/0000-0003-1965-8972)
- Veena Phunpeng (ORCID: https://orcid.org/0000-0002-4063-234X)
- Artit Udomchai
- Apinun Buritatum
- Teerasak Yaowarat (ORCID: https://orcid.org/0000-0002-3897-4690)
- Apichat Suddeepong (ORCID: https://orcid.org/0009-0003-7861-0247)
- Menglim Hoy (ORCID: https://orcid.org/0000-0003-0733-4700)
- Kongsak Akkharawongwhatthana
- Chakkrid Yeanyong
Institutions
- The Royal College Of Anesthesiologists Of Thailand (TH)
- Office of the Royal Society
- Suranaree University of Technology (TH)
Publication Details
- Journal
- Sustainability
- Published
- 2024-11-06
- DOI
- https://doi.org/10.3390/su16229676
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00