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European Journal of Environmental and Civil Engineering Volume 21, 2017 - Issue sup1: Mechanisms of Cracking and Debonding in Pavements: Debonding Mechanisms in Various Interfaces between Layers
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Articles

Mechanical characterisation of concrete-asphalt interface in bonded concrete overlays of asphalt pavements

Angel MateosInstitute of Transportation Studies, University of California Pavement Research Center, Berkeley, CA, USACorrespondence[email protected]
ORCID Iconhttp://orcid.org/0000-0002-3614-2858
ORCID Icon,
John HarveyDepartment of Civil and Environmental Engineering, University of California Pavement Research Center, Davis, CA, USA
,
Julio PaniaguaDepartment of Civil and Environmental Engineering, University of California Pavement Research Center, Davis, CA, USA
,
Fabian PaniaguaDepartment of Civil and Environmental Engineering, University of California Pavement Research Center, Davis, CA, USA
&
Angela Fan LiuInstitute of Transportation Studies, University of California Pavement Research Center, Berkeley, CA, USA
Pages 43-53 | Received 27 Sep 2016, Accepted 23 Mar 2017, Published online: 18 Apr 2017

References

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  • Iowa Department of Transportation, Highway Division. (1991). Method of test for determining the shearing strength of bonded concrete, test method No. Iowa 406-C. Ames: Iowa DOT.
  • Kanitpong, K., & Bahia, H. U. (2003). Role of adhesion and thin film tackiness of asphalt binders in moisture damage of HMA. In Association of Asphalt Paving Technologists Technical Sessions (Vol. 72). Lexington, KY: Association of Asphalt Paving Technologists.
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  • Mateos, A., Harvey, J., Paniagua, J. C., & Paniagua, F. (2015). Development of improved guidelines and designs for thin whitetopping: Literature review (No. UCPRC-TM-2015-01). Davis, California: University of California Pavement Research Center.
  • Mateos, A., Harvey, J., Paniagua, J., Paniagua, F., & Fan, A. (2016). Role of concrete-asphalt interface in bonded concrete overlays of asphalt pavements. In 8th RILEM international conference on mechanisms of cracking and debonding in pavements (pp. 489–494). Dordrecht: Springer Netherlands.
  • Mu, F., & Vandenbossche, J. M. (2011). Development of design guide for thin and ultra-thin concrete overlays of existing asphalt pavements, task 2: Review and selection of structural response and performance models (No. MN/RC 2011-25). Minnesota: Department of Transportation, St. Paul.
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  • State of California Department of Transportation, Materials Engineering and Testing Services. (2006). Asphalt rubber usage guide. Sacramento: California Department of Transportation.
  • Vandenbossche, J., & Barman, M. (2010). Bonded whitetopping overlay design considerations for prevention of reflection cracking, joint sealing, and the use of dowel bars. Transportation Research Record: Journal of the Transportation Research Board, 2155, 3–11.10.3141/2155-01
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  • Zapata, C. E., & Houston, W. N. (2008). Calibration and validation of the enhanced integrated climatic model for pavement design (NCHRP Report 602). Washington, DC: Transportation Research Board.

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