Experimental Study on Deformation of Foamed Bitumen Bound Base Materials
Foamed bitumen bound base course materials were manufactured in the laboratory by mixing reclaimed asphalt pavement (RAP) with new crushed limestone and treated with foamed bitumen. Gyratory compacted specimens were also subjected to repeated loading under triaxial conditions which provided an approximate simulation of the traffic loadings experienced in actual pavements. A pilot-scale foamed bitumen stabilized pavement base course was also constructed. The Nottingham Pavement Test Facility was used to more realistically traffic the various trial pavement sections using a loaded wheel. It was found that the deformation resistance of foamed bitumen bound mixtures was dependent primarily on percentage of RAP in the mixes and penetration grade of bitumen generating the foam. The addition of small amounts of cement significantly enhances the deformation resistance of foamed mixes.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784410431
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Jitareekul, Poranic
- Thom, Nicholas H
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Conference:
- GeoHunan International Conference: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics
- Location: Changsha Hunan, China
- Date: 2009-8-3 to 2009-8-6
- Publication Date: 2009
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 161-167
- Monograph Title: Road Pavement Material Characterization and Rehabilitation: Selected Papers From the 2009 GeoHunan International Conference
Subject/Index Terms
- TRT Terms: Asphalt pavements; Base course (Pavements); Deformation; Foamed asphalt
- Subject Areas: Highways; Materials; Pavements; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01139999
- Record Type: Publication
- ISBN: 9780784410431
- Files: TRIS
- Created Date: Sep 18 2009 7:08AM