Experimental Study on Deformation of Foamed Bitumen Bound Base Materials
Publication: Road Pavement Material Characterization and Rehabilitation: Selected Papers from the 2009 GeoHunan International Conference
Abstract
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 dependant 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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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Asphalts
- Base course
- Construction materials
- Continuum mechanics
- Deformation (mechanics)
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Foaming (material)
- Infrastructure
- Laboratory tests
- Materials engineering
- Materials processing
- Pavements
- Recycling
- Repeated loads
- Solid mechanics
- Structural dynamics
- Structural mechanics
- Tests (by type)
- Transportation engineering
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