TECHNICAL PAPERS
Oct 1, 2005

Is Low-Temperature Creep of Asphalt Mastic Independent of Filler Shape and Mineralogy?—Arguments from Multiscale Analysis

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 5

Abstract

This paper focuses on the effect of filler on the low-temperature creep of asphalt mastic. Based on experimental results obtained from bending-beam rheometer (BBR) experiments for both pure bitumen and mastic characterized by different filler types and content, a recently proposed multiscale model is employed for the prediction of low-temperature creep properties of the bitumen-filler composite. Accounting for the distinct matrix-inclusion morphology present at the so-called mastic-scale, the Mori–Tanaka scheme is employed for homogenization. This homogenization scheme is applied to the bitumen-filler composite, giving insight into the effect of filler on the low-temperature behavior of mastic. Hereby, the filler particles are considered as rigid inclusions with spherical shape, resulting in excellent agreement between the creep parameters of the homogenized material and the respective experimental BBR results. This agreement indicates that only the volume fraction of the filler, entering the Mori–Tanaka scheme, and neither the filler geometry nor the chemical composition of the filler influence low-temperature creep of asphalt mastic.

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Acknowledgments

The writers thank Babara Gagliano, Andreas Jäger, Karl Kappl, and Michael Wistuba from the Christian Doppler Laboratory for “Performance-based Optimization of Flexible Pavements” for fruitful discussions and helpful comments. The writers are indebted to Martin Hopfgartner, Thomas Riedmayer, Johann Schuch, and Roman Slany for the conduction of the bending-beam experiments. Financial support by the Christian Doppler Forschungsgesellschaft (Vienna, Austria) is gratefully acknowledged.

References

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Cannon Instrument Company. (1998). Cannon Bending-Beam Rheometer with Software for Windows 95 and NT—Instruction & Operation Manual for BBR and TE-BBR models. Version 1.1a, Cannon Instrument Company.
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Ewers, J., and Heukelom, W. (1964). “Die Erhöhung der Viskosität von Bitumen durch die Zugabe von Füller [The increase of bitumen viscosity by the allowance of filler].” Straße und Autobahn, (2), 31–39, in German.
Gillespie, T. (1982). “The effect of aggregation and particle size distribution on the viscosity of newtonian suspensions.” J. Colloid Interface Sci., 94(1), 166–173.
Jäger, A. (2004). “Microstructural identification of bitumen by means of atomic force microscopy (AFM), modulated differential scanning calorimetry (MDSC), and reflected light microscopy (RLM).” MS thesis, Vienna Univ. of Technology, Vienna, Austria.
Johansson, L., and Isacsson, U. (1998). “Effect of filler on low-temperature physical hardening of bitumen.” Constr. Build. Mater., 12, 463–470.
Mori, T., and Tanaka, K. (1973). “Average stress in matrix and average elastic energy of materials with misfitting inclusions.” Acta Metall., 2l, 571–574.
ÖNORM EN 1097–4. (1999). Tests for mechanical and physical properties of aggregates—Part 4: Determination of the voids of dry compacted filler, Österreichisches Normungsinstitut.
ÖNORM EN 1097–6. (2001). Tests for mechanical and physical properties of aggregates—Part 6: Determination of particle density and water absorption, Österreichisches Normungsinstitut.
ÖNORM EN 12591. (1999). Bitumen and bituminous binders—Specifications for paving grade bitumens, Österreichisches Normungsinstitut.
Ridgen, P. (1954). “The rheology of nonaqueous suspensions.” Road Research Technical Papers, 28.
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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 5October 2005
Pages: 485 - 491

History

Received: Aug 10, 2004
Accepted: Oct 29, 2004
Published online: Oct 1, 2005
Published in print: Oct 2005

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Notes

Note. Associate Editor: Mary Stroup-Gardiner

Authors

Affiliations

Roman Lackner
University Dozent, Christian Doppler Laboratory for “Performance-Based Optimization of Flexible Pavements,” Institute for Mechanics of Materials and Structures, Vienna Univ. of Technology, Karlsplatz 13/202, A-1040 Vienna, Austria. E-mail: [email protected]
Markus Spiegl
Research Assistant, Christian Doppler Laboratory for “Performance-Based Optimization of Flexible Pavements,” Institute for Road Construction and Maintenance, Vienna Univ. of Technology, Gußhausstraße 28/233, A-1040 Vienna, Austria. E-mail: [email protected]
Ronald Blab
Associate Professor, Christian Doppler Laboratory for “Performance-Based Optimization of Flexible Pavements,” Institute for Road Construction and Maintenance, Vienna Univ. of Technology, Gußhausstraße 28/233, A-1040 Vienna, Austria. E-mail: [email protected]
Josef Eberhardsteiner
Professor, Christian Doppler Laboratory for “Performance-Based Optimization of Flexible Pavements,” Institute for Mechanics of Materials and Structures, Vienna Univ. of Technology, Karlsplatz 13/202, A-1040 Vienna, Austria. E-mail: [email protected]

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