Effects of water activation of crumb rubber on the properties of crumb rubber-modified binders
Source abstract
Abstract
Hot water activation of crumb rubber has been suggested as a method of improving compatibility between crumb rubber and asphalt binder. This procedure removes light oil fractions present in the crumb rubber particles, thus decreasing segregation occurring between rubber particles and binder. For this research, a PG 64-22 binder was modified with four different crumb rubber sources at concentration of 15% by weight of binder. Binder properties were evaluated for virgin binders, water-activated crumb rubber-modified (CRM) binders, and for non-activated CRM binders. CRM surface morphologies were studied using a scanning electron microscope, molecular size distributions of modified binders were determined using gel permeation chromatography, while storage stability was evaluated by cigar tube testing. Rheological properties of the CRM binder were investigated; improved phase separation properties were observed following water activation, however, these improvements did not result in improved rheological properties of the activated CRM binder.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (19)
Show source-provided references
1. 10.3141/1962-0810.3141/1962-08 ↗
2. Barros, R. and Vasconcellos, F. Pioneer experience with the application of gap graded asphalt rubber mixes in Sao Paulo. Brazil asphalt rubber proceedings 2003. pp.655–667. Brasilia, Brazil
3. Dantas Neto, S.A. Behavior of asphalt-rubber hot mixes obtained with high crumb rubber contents. Proceedings of the asphalt rubber 2003 conference. pp.147–158. Brasilia, Brazil
4. Fazekas, B., 2005. Effects of physical and chemical properties of crumb rubbers on the properties of asphalt rubbers. Thesis. Department of Hydrocarbon and Coal Processing, University of Pannonia, Pannonia, Hungary
5. Kasa Z. · 1997
6. 10.1061/(ASCE)0899-1561(1995)7:1(31)10.1061/(ASCE)0899-1561(1995)7:1(31) ↗
7. Nourendin A.S. · 1989 · 191
8. Potgieter, C.J. and Coetsee, J.S. Bitumen rubber asphalt: Year 2003 design and construction procedures in South Africa. Asphalt rubber proceedings 2003. pp.49–65. Brasilia, Brazil
9. Putman, B.J., 2005. Quantification of the effects of crumb rubber in CRM binders. Thesis (PhD). Department of Civil Engineering, Clemson University, Clemson, SC
10. Shatnawi, S. Asphalt rubber maintenance treatments in California. Proceedings of the asphalt rubber 2003 conference. pp.38–39. Brasilia, Brazil
11. 10.1061/(ASCE)0733-947X(2001)127:5(357)10.1061/(ASCE)0733-947X(2001)127:5(357) ↗
12. 10.1061/(ASCE)0733-947X(2004)130:1(132)10.1061/(ASCE)0733-947X(2004)130:1(132) ↗
13. Shenoy A. · Applied Rheology · 2004 · 14 · 30310.1515/arh-2004-0017 ↗
14. Van Gooswilligen, G., Phillips, M.C., and Steernberg, K., 2000. Bitumen compositions and a process for their preparation, United States Patent 6,060,542
15. Van Heystaeten, G. Rubber bitumens versus other modified bitumens. Asphalt rubber 2000 conference. Lisbon, Portugal
16. 10.1061/(ASCE)0899-1561(1999)11:1(6)10.1061/(ASCE)0899-1561(1999)11:1(6) ↗
17. Way, G.B., 2000. OGFC meets CRM where the rubber meets the rubber 12 years of durable success. Asphalt Rubber 2000, Lisbon, Portugal
18. 10.1061/(ASCE)0899-1561(2007)19:6(475)10.1061/(ASCE)0899-1561(2007)19:6(475) ↗
19. Youtcheff, J., Wijayatilleke, N., and Shenoy, A., 2005. Evaluation of the laboratory asphalt stability test, Technical Report, FHWA-HRT-04-111