Chapter
Apr 26, 2012
High-Temperature Behavior of Compound Crumb Rubber Modified Asphalt
Publication: ICTE 2011
Abstract
The compound crumb rubber modified asphalt(CCRMA) was obtained by adding some amount of waste tire crumb rubber and SBS into base asphalt. The rheological characterization in high temperature and micro-structure of CCRMA was studied by using Dynamic Shear Rheometer (DSR) over wide range of temperatures and Scanning Electron Microscopy (SEM) and Thermogravimetric Analysis (TG). It was found that the network structure of rubber power can adsorb asphalt commendably, so that the heteropolymer-structure was formed in the modified asphalt; the decompose temperature of CCRMA was delayed and the thermal stability improved; the viscidity proportion of CCRMA was increased with temperature rising, but there always existed certain elasticity in CCRMA at 30∼50°C to get better rutting resistant; the viscid-elastic parameter of Burgers model was fitted by the result of DSR, all those can provide theoretic foundation for CCRMA using in north region.
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© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Asphalt pavements
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Gravels
- Infrastructure
- Material mechanics
- Material properties
- Materials engineering
- Measurement (by type)
- Pavement condition
- Pavement rutting
- Pavements
- Recycling
- Rubber
- Temperature effects
- Temperature measurement
- Thermal analysis
- Thermal properties
- Thermodynamics
- Tire recycling
- Transportation engineering
Authors
Affiliations
College of Civil Engineering, Inner Mongolia University of Technology, P.O. Box 010051, Huhhot, China.E-mail: [email protected]
College of Civil Engineering, Inner Mongolia University of Technology, P.O. Box 010051, Huhhot, China.E-mail: [email protected]
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