Technical Papers
Aug 28, 2012

Identification of the Composite Relaxation Modulus of Asphalt Binder Using AFM Nanoindentation

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 4

Abstract

The use of nanoindentation to study asphalt is aimed at understanding the relationship between properties of asphalt binder at various length scales. A combination of atomic force microscopy (AFM) imaging and nanoindentation is used to determine the relaxation moduli of bimodal and trimodal distributions of asphalt microphases to assess differences between macroscale and composite nanoscale viscoelastic behavior. The relaxation modulus values extracted from age-altered phases of the same asphalts provide important relationships between microstructural changes depicted in AFM images and changes in composite viscoelastic properties obtained from the measurements. This paper provides key information regarding asphalt microrheology, which will yield improved input values for asphalt prediction models and enhanced pavement performance. Based on comparison of the composite viscoelastic properties obtained from this study to values obtained at larger length scales, it is apparent that relaxation modulus values decrease as the length scale increases. This finding serves as the basis for ongoing studies by the authors and other researchers in the areas of asphalt nanomodification, chemical mapping, and modeling of nanodamage using AFM.

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Acknowledgments

This work was funded by the Federal Highway Administration (FHwA) as part of the Asphalt Research Consortium (ARC). The authors would like to confer recognition to Yuqing Zhang, Chris Jones, and Chin Leung of Texas A&M University for their contribution to this study.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 4April 2013
Pages: 530 - 539

History

Received: Jan 18, 2012
Accepted: Jun 12, 2012
Published online: Aug 28, 2012
Published in print: Apr 1, 2013

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Authors

Affiliations

R. Grover Allen [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Texas A&M Univ., TAMU 3135, College Station, TX 77843 (corresponding author). E-mail: [email protected]
Dallas N. Little [email protected]
Dist.M.ASCE
Professor, Dept. of Civil Engineering, Texas A&M Univ., TAMU 3135, College Station, TX 77843. E-mail: [email protected]
Amit Bhasin [email protected]
M.ASCE
Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, 1 University Station C1761, The Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]
Robert L. Lytton [email protected]
Dist.M.ASCE
Professor, Dept. of Civil Engineering, Texas A&M Univ., TAMU 3135, College Station, TX 77843. E-mail: [email protected]

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