Technical Papers
Jan 13, 2016

Nanoindentation and Atomic Force Microscopy Investigations of Asphalt Binder and Mastic

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 6

Abstract

Nanoindentation techniques were implemented to calculate and interpret linear viscoelastic properties of asphalt binder and mastic through low-load spheroconical (blunt) nanoindentation. Experiments on three rolling thin-film oven (RTFO)–aged binders (two neat and one polymer modified) and 24 RTFO-aged mastics were implemented for reproducible creep indentations at ultra low loads. Creep compliance model parameters were extracted and used to determine dynamic modulus values for each material. Dynamic modulus values from nanoindentation were validated by using macroscopic dynamic shear rheometer (DSR) testing for two binders and two mastics (RTFO-aged). Atomic force microscopy (AFM) images of binder and mastic microstructure were obtained to shed insight on how microstructural phenomena relate to mechanical properties. The new results were combined with previously determined work of cohesion values for three binders and 30 mastics (RTFO-aged) made with the same materials to link microstructural phenomena with viscoelastic and cohesive properties of asphalt binder and mastic. The AFM results show microstructural changes occurring with the addition of mineral fillers that may relate to observed trends in nanoindentation viscoelasticity and cohesion data. Testing of binder and mastic properties through nanoindentation is an important step toward in situ testing of mastic in asphalt concrete, which is impossible using conventional macroscopic experimental methods.

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References

Allen, R. G., Little, D. N., and Bhasin, A. (2012). “Structural characterization of micromechanical properties in asphalt using atomic force microscopy.” J. Mater. Civ. Eng., 1317–1327.
Allen, R. G., Little, D. N., Bhasin, A., and Lytton, R. L. (2013). “Identification of the composite relaxation modulus of asphalt binder using AFM nanoindentation.” J. Mater. Civ. Eng., 530–539.
Anderson, D. A., et al. (1994). “Binder characterization and evaluation. Volume 3: Physical characterization.”, National Research Council, Washington, DC.
Bahia, H., Faheem, A., and Hintz, C. (2011). “Test methods and specification criteria for mineral filler used in hot mix asphalt.”, Transportation Research Board, Washington, DC.
Buttlar, W. G., Bozkurt, D., Al-Khateeb, G. G., and Waldhoff, A. S. (1999). “Understanding asphalt mastic behavior through micromechanics.” Transp. Res. Rec., 1681, 157–169.
Clopotel, C. (2012). “Filler reinforcement mechanisms in asphalt mastics.” Ph.D. thesis, Univ. of Wisconsin-Madison, Madison, WI.
Davis, C., and Castorena, C. (2015). “Implications of physico-chemical interactions in asphalt mastics on asphalt microstructure.” Constr. Build. Mater., 94, 83–89.
De Moraes, M. B., Pereira, R. B., Simão, R. A., and Leite, L. F. M. (2010). “High temperature AFM study of CAP 30/45 pen grade bitumen.” J. Microsc., 239(1), 46–53.
ImageJ Version 1.49 [Computer software]. National Institutes of Health (NIH), Bethesda, MD.
Jäger, A., Lackner, R., and Eberhardsteiner, J. (2007). “Identification of viscoelastic properties by means of nanoindentation taking the real tip geometry into account.” Meccanica, 42(3), 293–306.
Lesueur, D., Petit, J., and Ritter, H.-J. (2013). “The mechanisms of hydrated lime modification of asphalt mixtures: A state-of-the-art review.” Road Mater. Pavement, 14(1), 1–16.
Little, D. N., and Bhasin, A. (2006). “Using surface energy measurements to select materials for asphalt pavement.”, Transportation Research Board, Washington, DC.
Little, D. N., and Petersen, J. C. (2005). “Unique effects of hydrated lime filler on the performance-related properties of asphalt cements: Physical and chemical interactions revisited.” J. Mater. Civ. Eng., 207–218.
Marchildon, R. P., and Hesp, S. A. M. (2011). “Development of microindentation tests for the specification grading of asphalt cements.” Int. J. Pavement Res. Technol., 4(4), 222–230.
MATLAB [Computer software]. MathWorks, Natick, MA.
Oliver, W. C., and Pharr, G. M. (1992). “Improved technique for determining hardness and elastic modulus using load and displacement sensing indentation experiments.” J. Mater. Res., 7(6), 1564–1583.
Ossa, E. A., and Collop, A. C. (2007). “Spherical indentation behavior of asphalt mixtures.” J. Mater. Civ. Eng., 753–761.
Ossa, E. A., Deshpande, V. S., and Cebon, D. (2005). “Spherical indentation behavior of bitumen.” Acta Mater., 53(11), 3103–3113.
Oyen, M. L. (2005). “Spherical indentation creep following ramp loading.” J. Mater. Res., 20(8), 2094–2100.
Pauli, A. T., Grimes, W., Beemer, A. G., Turner, T. F., and Branthaver, J. F. (2011). “Morphology of asphalts, asphalt fractions and model wax-doped asphalts studied by atomic force microscopy.” Int. J. Pavement Eng., 12(4), 291–309.
Pauli, A. T., Grimes, W., Huang, S. C., and Robertson, R. E. (2003). “Surface energy studies of SHRP asphalts by AFM: Stability and compatibility of heavy oils and residua.” Prepr. Am. Chem. Soc. Div. Fuel Chem., 48(1), 14–18.
Pauli, A. T., Grimes, W., Wang, M., Lu, P., and Huang, S. C. (2013). “Development of an adherence energy test via force-displacement atomic force microscopy (FD-AFM).” Multi-scale modeling and characterization of infrastructure materials, Vol. 8, Springer, Netherlands, 273–284.
Sakaue, K., Okazaki, S., and Ogawa, T. (2011). “Indentation technique for evaluation of master curve of creep compliance.” Exp. Tech., 35(5), 16–22.
Shashidhar, N., and Shenoy, A. (2002). “On using micromechanical models to describe dynamic mechanical behavior of asphalt mastics.” Mech. Mater., 34(10), 657–669.
Sirghi, L., and Rossi, F. (2006). “Adhesion and elasticity in nanoscale indentation.” Appl. Phys. Lett., 89(24), 243118.
Tarefder, R., and Faisal, H. (2013a). “Effects of dwell time and loading rate on the nanoindentation behavior of asphaltic materials.” J. Nanomech. Micromech., 17–23.
Tarefder, R., and Faisal, H. (2013b). “Modeling nanoindentation creep behavior of asphalt binder.” Adv. Civ. Eng. Mater., 2(1), 418–440.
Tarefder, R., and Faisal, H. (2013c). “Nanoindentation characterization of asphalt concrete aging.” J. Nanomech. Micromech., A4013003.
Tarefder, R. A., Zaman, A. M., and Uddin, W. (2010). “Determining hardness and elastic modulus of asphalt by nanoindentation.” Int. J. Geomech., 106–116.
Underwood, B. S. (2011). “Multiscale constitutive modeling of asphalt concrete.” Ph.D. thesis, North Carolina State Univ., Raleigh, NC.
VanLandingham, M. R., Chang, N. K., Drzal, P. L., White, C. C., and Chang, S. H. (2005). “Viscoelastic characterization of polymers using instrumented indentation. I: Quasi-static testing.” J. Polym. Sci., Part B: Polym. Phys., 43(14), 1794–1811.
Veytskin, Y., Bobko, C., Castorena, C., and Kim, Y. R. (2015). “Nanoindentation investigation of asphalt binder and mastic cohesion.” Constr. Build. Mater., 100, 163–171.
Veytskin, Y., Bobko, C. P., and Castorena, C. (2016). “Nanoindentation investigation of asphalt binder and mastic viscoelasticity.” Int. J. Pavement Eng., 17(4), 363–376.
Wu, S., Pang, L., Mo, L., Chen, Y., and Zhu, G. (2009). “Influence of aging on the evolution of structure, morphology and rheology of base and SBS modified bitumen.” Constr. Build. Mater., 23(2), 1005–1010.
Zofka, A., and Nener-Plante, D. (2011). “Determination of asphalt binder creep compliance using depth-sensing indentation.” Exp. Mech., 51(8), 1365–1377.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 6June 2016

History

Received: Apr 27, 2015
Accepted: Nov 10, 2015
Published online: Jan 13, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 13, 2016

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Authors

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Yuriy Veytskin [email protected]
Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695. E-mail: [email protected]
Christopher Bobko [email protected]
Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695 (corresponding author). E-mail: [email protected]
Cassie Castorena [email protected]
Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695. E-mail: [email protected]

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