Laboratory Evaluation of SMA Mixes Prepared with SBS Modified and Neat Bitumen
This paper reports about the experimental investigations carried out on stone matrix asphalt mixes (SMA) prepared using polymer modified bitumen PMB (polymer-modified bitumen) 70 with SBS (styrene butadiene styrene) and coconut fibers to prevent drain down of asphalt. Results were compared with SMA mixes prepared with neat bitumen VG 30 grade and coconut and cellulose fibers to prevent drain down of asphalt. Experimental work includes SMA mix design, static indirect tensile strength test at different temperatures, indirect tensile fatigue test and permanent deformation test. From the test results it was observed that stone matrix asphalt mix with PMB 70 and coconut fiber shows higher static indirect tensile strength at different temperatures, higher fatigue life and higher rut resistance when compared to control mix of SMA.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/18770428
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Supplemental Notes:
- © 2013 S. S. Awanti
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Authors:
- Awanti, S S
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Conference:
- 2nd Conference of Transportation Research Group of India (2nd CTRG)
- Location: Agra , India
- Date: 2013-12-12 to 2013-12-15
- Publication Date: 2013-12-2
Language
- English
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: pp 59-68
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Serial:
- Procedia - Social and Behavioral Sciences
- Volume: 104
- Issue Number: 0
- Publisher: Elsevier
- ISSN: 1877-0428
- Serial URL: http://www.sciencedirect.com/science/journal/18770428/53
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Publication flags:
Open Access (libre)
Subject/Index Terms
- TRT Terms: Cellulose; Drainage; Fatigue (Mechanics); Polymer asphalt; Rutting; Stone matrix asphalt; Styrene butadiene styrene; Temperature; Tensile strength
- Subject Areas: Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01502165
- Record Type: Publication
- Files: TRIS
- Created Date: Dec 23 2013 10:38AM