TECHNICAL PAPERS
Feb 15, 2012

Experimental Testing and Finite-Element Modeling to Evaluate the Effects of Aggregate Angularity on Bituminous Mixture Performance

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 3

Abstract

This study evaluates the effects of aggregate angularity in bituminous mixtures. Previous studies have predominantly focused on the effects of aggregate angularity on the resistance to permanent deformation, while little work has investigated the role of aggregate angularity related to mixture volumetrics and fatigue fracture performance. To investigate the effect of aggregate angularity on mixture performance and characteristics, five mixes with different combinations of coarse and fine aggregate angularity are evaluated by performing the uniaxial static creep test and the indirect tensile fracture energy test. The asphalt pavement analyzer test is also performed with five-year field project mixtures. Fracture energy test results are then incorporated with finite-element simulations of virtual specimens produced to explore the detailed mechanisms of cracking related to the aggregate angularity. Rutting performance test results indicate that higher angularity in the mixture improves rut resistance due to better aggregate interlocking. The overall effect of angularity on the mixtures’ resistance to fracture damage is positive because aggregate blends with higher angularity require more binder to meet mix design criteria, which mitigates cracking due to increased viscoelastic energy dissipation from the binder, while angular particles produce a higher stress concentration that results in potential cracks. Finite-element simulations of mixture microstructure support findings from experimental tests.

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Acknowledgments

The authors gratefully acknowledge the Nebraska Department of Roads for their financial support and invaluable comments to this research.

References

AASHTO. (2007). “Standard method of test for determining the rutting susceptibility of asphalt paving mixtures using the asphalt pavement analyzer (APA).” AASHTO TP-63, Washington, DC.
AASHTO. (2008). “Standard method of test for uncompacted void content of fine aggregate.” AASHTO T304, Washington, DC.
Abbas, A. M., and Shenoy, A. (2005). “Modelling asphalt mastic stiffness using discrete element analysis and micromechanics-based modes.” Int. J. Pavement Eng., 6(2), 137–146.
Allen, D. H., and Searcy, C. R. (2001). “A micromechanical model for a viscoelastic cohesive zone.” Int. J. Fract., 107(2), 159–176.
ASTM. (2006). “Standard test method for determining the percentage of fractured particles in coarse aggregate.” ASTM D5821, West Conshohocken, PA.
Cross, S. A., and Purcell, E. M. (2001). “Effects of fine aggregate angularity on VMA and rutting of Kansas HMA mixtures.” ASTM STP 1412, West Conshohocken, PA.
Dai, Q., and You, Z. (2008). “Micromechanical finite element framework for predicting viscoelastic properties of asphalt mixtures.” Mater. Struct., 41(6), 1025–1037.
Epps, J. et al. (1998). “Performance of HMA test sections at WesTrack.” J. Assoc. Asphalt Paving Technol., 67, 738–782.
Foster, C. R. (1970). “Dominant effect of fine aggregate on strength of dense-graded asphalt mixes.” Special Rep. 109, Highway Research Board, National Research Council, Washington, DC, 1–3.
Huang, B., Chen, X., Shu, X., Masad, E., and Mahmoud, E. (2009). “Effects of coarse aggregate angularity and asphalt binder on laboratory-measured permanent deformation properties of HMA.” Int. J. Pavement Eng., 10(1), 19–28.
Huang, E. Y., and Grisham, D. A. (1972). “Effect of geometric characteristics of aggregates on the fatigue response of bituminous paving mixtures.” ASTM STP 508, West Conshohocken, PA.
Kim, Y., Allen, D. H., and Seidel, G. D. (2006a). “Damage-induced modeling of elastic-viscoelastic randomly oriented particulate composites.” J. Eng. Mater. Technol., 128(1), 18–27.
Kim, Y., Allen, D. H., and Little, D. N. (2006b). “Computational model to predict fatigue damage behavior of asphalt mixtures under cyclic loading.” Transportation Research Record 1970, Transportation Research Board, Washington, DC, 196–206.
Kim, Y., Allen, D. H., and Little, D. N. (2007). “Computational constitutive model for predicting nonlinear viscoelastic damage and fracture failure of asphalt concrete mixtures.” Int. J. Geomech., 7(2), 102–110.
Kim, Y. R., Daniel, J., and Wen, H. (2002). “Fatigue performance evaluation of WesTrack asphalt mixtures using viscoelastic continuum damage approach.” Final Rep. No. FHWA/NC/2002-004, Federal Highway Administration, Washington, DC.
Kim, Y. R., and Wen, H. (2002). “Fracture energy from indirect tension testing.” J. Assoc. Asphalt Paving Technol., 71, 779–793.
Mahmoud, E. M. (2005). “Development of experimental methods for the evaluation of aggregate resistance to polishing, abrasion, and breakage.” M.S. thesis, Texas A&M Univ., College Station, TX.
Masad, E. A. (2004). “Aggregate imaging system (AIMS): Basics and applications.” TTI Rep. 5-1707-01-1, Texas Transportation Institute, College Station, TX.
Masad, E., Niranjanan, S., Bahia, H., and Kose, S. (2001). “Modeling and experimental measurements of localized strain distribution in asphalt mixes.” J. Transp. Eng., 127(6), 477–485.
Maupin, G. W. (1970). “Effect of particle shape and surface texture on the fatigue behavior of asphalt concrete.” Highway Research Record 313, Highway Research Board, National Research Council, Washington, DC.
Pan, T., Tutumluer, E., and Carpenter, S. H. (2005). “Effect of coarse aggregate morphology on the resilient modulus of hot-mix asphalt.” Transportation Research Record, 1929, 1–9.
Papagiannakis, A. T., Abbas, A., and Masad, E. (2002). “Micromechanical analysis of viscoelastic properties of asphalt concretes.” Transportation Research Record 1789, Transportation Research Board, Washington, DC, 113–120.
Song, S. H., Paulino, G. H., and Buttlar, W. G. (2006). “Simulation of crack propagation in asphalt concrete using an intrinsic cohesive zone model.” J. Eng. Mech., 132(11), 1215–1223.
Souza, L. T. (2009). “Investigation of aggregate angularity effects on asphalt concrete mixture performance using experimental and virtual asphalt samples.” M.S. thesis, Univ. of Nebraska, Lincoln, NE.
Stiady, J., Hand, A., and White, T. (2001). “Quantifying contribution of aggregate characteristics to HMA performance using PURWheel laboratory tracking device.” ASTM STP 1412, West Conshohocken, PA.
Wedding, P. A., and Gaynor, R. D. (1961). “The effects of using crushed gravel as the coarse and fine aggregate in dense graded bituminous mixtures.” Proc., Association of Asphalt Paving Technologists, Vol. 30, St. Paul, MN, 469–492.
Wen, H., and Kim, Y. R. (2002). “Simple performance test for fatigue cracking and validation with WesTrack mixtures.” Transportation Research Record 1789, Transportation Research Board, Washington, DC, 66–72.
White, T. D., Haddock, J. E., and Rismantojo, E. (2006). “Aggregate tests for hot-mix asphalt mixtures used in pavements.” NCHRP Rep. 557, National Cooperative Highway Research Program, National Research Council, Washington, DC.
Witczak, M. W., Kaloush, K., Pellinen, T., Basyouny, M. E., and Quintus, H. V. (2002). “Simple performance test for superpave mix design.” NCHRP Rep. 465, National Cooperative Highway Research Program, National Research Council, Washington, DC.
You, Z., Adhikari, S., and Kutay, M. E. (2009). “Dynamic modulus simulation of the asphalt concrete using the X-ray computed tomography images.” Mater. Struct., 42(5), 617–630.
You, Z., and Buttlar, W. G. (2006). “Micromechanical modeling approach to predict compressive dynamic moduli of asphalt mixtures using the distinct element method.” Transportation Research Record 1970, Transportation Research Board, Washington, DC, 73–83.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 3March 2012
Pages: 249 - 258

History

Received: May 28, 2010
Accepted: Sep 14, 2011
Published online: Feb 15, 2012
Published in print: Mar 1, 2012

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Authors

Affiliations

Leonardo T. Souza
Graduate Student, Dept. of Civil Engineering, Univ. of Nebraska, Lincoln, NE.
Yong-Rak Kim, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Kyung Hee Univ., Yongin-si, Gyeonggi-do, Korea (corresponding author). E-mail: [email protected]
Flavio V. Souza
Postdoctoral Research Associate, Dept. of Engineering Mechanics, Univ. of Nebraska, Lincoln, NE.
Leandro S. Castro
Graduate Student, Dept. of Engineering Mechanics, Univ. of Nebraska, Lincoln, NE.

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