Experimental investigation into the multiscale behaviour of asphalt concrete
Multiscale modelling is an increasingly popular technique for understanding the mechanisms affecting the performance of asphalt concrete. Significant efforts have been made in computational modelling techniques; however, relatively little experimental data have been gathered on the effect of volumetric composition on the material behaviour, and no published data have been found assessing the sensitivity of computational models to these effects. It is believed that the overall importance of identifying and utilising the material with proper characteristics in these computational models has been largely overlooked. The purpose of this paper is to discuss the findings of an extensive experimental programme to identify the sensitivity of the dynamic shear modulus to changes in material composition. Tests were performed on four different material scales (asphalt binder to asphalt mixture). It is found that these materials can be very sensitive to changes in the volumetric composition, particularly in the case of asphalt mastics.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/44544515
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Supplemental Notes:
- Abstract reprinted with permission from Taylor & Francis.
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Authors:
- Underwood, B Shane
- Kim, Y Richard
- Publication Date: 2011-8
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 357-370
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Serial:
- International Journal of Pavement Engineering
- Volume: 12
- Issue Number: 4
- Publisher: Taylor & Francis
- ISSN: 1029-8436
- Serial URL: http://www.tandf.co.uk/journals/titles/10298436.html
Subject/Index Terms
- TRT Terms: Asphalt concrete; Fine aggregates; Mastic asphalt; Mathematical models; Properties of materials; Shear modulus; Simulation; Viscoelasticity; Volumetric analysis
- Subject Areas: Highways; Materials; Pavements; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01352213
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 21 2011 7:13AM