Technical Papers
Mar 29, 2018

Comparative Study of 2D and 3D Micromechanical Discrete Element Modeling of Indirect Tensile Tests for Asphalt Mixtures

Publication: International Journal of Geomechanics
Volume 18, Issue 6

Abstract

Based on imaging and the discrete element method (DEM), this study mainly aims to compare the two-dimensional (2D) and three-dimensional (3D) micromechanical modeling of the indirect tensile (IDT) tests for asphalt mixtures. The 2D and 3D microstructure-based discrete element models for the IDT test were established by a discrete element program. The strengths and stresses at low temperatures were simulated based on these models. The obtained results were compared and verified by an actual IDT test. The effects of stiffness and bond strength on the 3D simulation were also analyzed. Results show that the 3D discrete element simulation results are more stable and more reliable than the 2D discrete element simulation results. The model parameters influence the 3D discrete element simulation results, and different model parameters influence the strength and stress with respect to the IDT test at low temperatures to different extents.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors greatly appreciate the financial support received from the Zhejiang Provincial Natural Science Foundation of China (LY15E080006) and the China Scholarship Council.

References

Abbas, A., Masad, E., Papagiannakis, T., and Harman, T. (2007). “Micromechanical modeling of the viscoelastic behavior of asphalt mixtures using the discrete-element method.” Int. J. Geomech., 131–139.
Adhikari, S., and You, Z. (2010). “3D discrete element models of the hollow cylindrical asphalt concrete specimens subject to the internal pressure.” Int. J. Pavement Eng., 11(5), 429–439.
Buttlar, W. G., and You, Z. (2001). “Discrete element modeling of asphalt concrete: Microfabric approach.” Transportation Research Record 1757, 111–118.
Chang, G. K., and Meegoda, J. N. (1999). “Micro-mechanic model for temperature effects of hot mixture asphalt concrete.” Transportation Research Record 1687, 95–103.
Coleri, E., Harvey, J. T., Yang, K., and Boone, J. M. (2012). “Development of a micromechanical finite element model from computed tomography images for shear modulus simulation of asphalt mixtures.” Constr. Build. Mater., 30(May), 783–793.
Dai, Q., Sadd, M. H., and You, Z. (2006). “A micromechanical finite element model for linear and damage-coupled viscoelastic behaviour of asphalt mixture.” Int. J. Numer. Anal. Methods Geomech., 30(11), 1135–1158.
Dai, Q., and You, Z. (2008). “Micromechanical finite element framework for predicting viscoelastic properties of asphalt mixtures.” Mater. Struct., 41(6), 1025–1037.
Guddati, M. N., Feng, Z., and Kim, R. (2002). “Toward a micromechanics-based procedure to characterize fatigue performance of asphalt concrete.” Transportation Research Record 1789, 121–128.
Itasca Consulting Group Inc. (2004a). Particle flow code in three-dimensions (PFC3D) manual version 3.1, Minneapolis.
Itasca Consulting Group Inc. (2004b). Particle flow code in two-dimensions (PFC2D) manual version 3.1, Minneapolis.
Kim, Y., Allen, D., and Little, D. (2007). “Computational constitutive model for predicting nonlinear viscoelastic damage and fracture failure of asphalt concrete mixtures.” Int. J. Geomech., 102–110.
Kim, H., and Buttlar, W. G. (2005). “Micromechanical fracture modeling of asphalt mixture using the discrete element method.” Geo-Frontiers Congress 2005, Advances in Pavement Engineering, Geotechnical special publication 130, ASCE, Reston, VA, 1–15.
Kim, H., and Buttlar, W. G. (2009). “Discrete fracture modeling of asphalt concrete.” Int. J. Solids Struct., 46(13), 2593–2604.
Li, G., Li, Y., Metcalf, J., and Pang, S. (1999). “Elastic modulus prediction of asphalt concrete.” J. Mater. Civ. Eng., 236–241.
Li, Y., and Metcalf, J. (2005). “Two-step approach to prediction of asphalt concrete modulus from two-phase micromechanical models.” J. Mater. Civ. Eng., 407–415.
Liu, Y., and You, Z. (2011a). “Accelerated discrete-element modeling of asphalt-based materials with the frequency-temperature superposition principle.” J. Eng. Mech., 355–365.
Liu, Y., and You, Z. (2011b). “Discrete-element modeling: Impacts of aggregate sphericity, orientation, and angularity on creep stiffness of idealized asphalt mixtures.” J. Eng. Mech., 294–303.
Liu, Y., You, Z., and Zhao, Y. (2012). “Three-dimensional discrete element modeling of asphalt concrete: Size effects of elements.” Constr. Build. Mater., 37(Dec), 775–782.
Mahmoud, E., Masad, E., and Nazarian, S. (2010). “Discrete element analysis of the influences of aggregate properties and internal structure on fracture in asphalt mixtures.” J. Mater. Civ. Eng., 10–20.
MASAC (Sub-microstructure analysis system of asphalt concrete) [Computer software]. Tongji University, Shanghai, China.
Masad, E., Somadevan, N., Bahia, H., and Kose, S. (2001). “Modeling and experimental measurements of strain distribution in asphalt mixes.” J. Transp. Eng., 477–485.
Ministry of Transport of the People’s Republic of China. (2006). “Specifications for design of highway asphalt pavement.” JTGD50-2006, China Communications Press, Beijing.
Papagiannakis, A. T., Abbas, A., and Masad, E. (2002). “Micromechanical analysis of viscoelastic properties of asphalt concretes.” Transportation Research Record 1789, 113–120.
Park, S., Kim, Y., and Lee, H. (1999). “Fracture toughness for microcracking in a viscoelastic particulate composite.” J. Eng. Mech., 722–725.
PFC2D/3D [Computer software]. Itasca Consulting Group, Minneapolis.
Peng, Y., Bao, J. X., and Wang, Z., (2016). “A comparison of two-dimensional and three-dimensional micromechanical discrete element modeling of the splitting tests for asphalt mixtures.” Proc., First International Conf. on Transportation Infrastructure and Materials, Destech Publications, Inc, Lancaster, PA, 28–37.
Peng, Y., and Sun, L. J. (2013). “Numerical simulation of the effect of horizontal aggregate distribution in asphalt mixtures on splitting test.” J. Jilin Univ. 43(4), 891–896.
Peng, Y., and Sun, L. J. (2014). “Horizontal homogeneity in laboratory compacted asphalt specimens.” Road Mater. Pavement Des., 15(4), 911–924.
Peng, Y., and Sun, L. J. (2015). “Aggregate distribution influence on the indirect tensile test of asphalt mixtures using the discrete element method.” Int. J. Pavement Eng., 18(8), 668–681.
Peng, Y., and Sun, L. (2016). “Micromechanics-based analysis of the effect of aggregate homogeneity on the uniaxial penetration test of asphalt mixtures.” J. Mater. Civ. Eng., 04016119.
Rotherburg, L., Bogobowecz, A., Haas, R., Jung, F. W., and Kennepohl, G. (1992). “Micromechanical modeling of asphalt concrete in connection with pavement rutting problems.” Proc., 7th Int. Conf. on Asphalt Pavements, ARRB Group Limited, Vermont South, Victoria, Australia.
Sadd, M. H., Dai, Q., and Parameswaran, V., Shukla, A. (2004). “Microstructural simulation of asphalt materials: Modeling and experimental studies.” J. Mater. Civ. Eng., 107–115.
Wang, L., Myers, L., Mohammad, L., and Fu, Y. (2003). “Micromechanics study on top-down cracking.” Transportation Research Record 1853, 121–133.
Wang, Y. P., Wang, L. B., Harman, T., and Qingbin, L. (2007). “Noninvasive measurement of three-dimensional permanent strains in asphalt concrete with x-ray tomography imaging.” Transportation Research Record 2005, 95–103.
Yang, Y. L. (2003). “Sub-microstructure analysis system of asphalt concrete (MASAC).” Ph.D. dissertation, Tongji Univ., Shanghai, China.
You, Z., Adhikari, S., and Dai, Q. (2008). “Three-dimensional discrete element models for asphalt mixtures.” J. Eng. Mech., 1053–1063.
You, Z., and Dai, Q. (2007). “Dynamic complex modulus predictions of hot-mix asphalt using a micromechanical-based finite element model.” Can. J. Civ. Eng., 34(12), 1519–1528.
You, Z., Liu, Y., and Dai, Q. (2011). “Three-dimensional microstructural-based discrete element viscoelastic modeling of creep compliance tests for asphalt mixtures.” J. Mater. Civ. Eng., 79–87.
Zelelew, H. M., and Papagiannakis, A. T. (2010). “Micromechanical modeling of asphalt concrete uniaxial creep using the discrete element method.” Road Mater. Pavement Des., 11(3), 613–632.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 6June 2018

History

Received: Oct 25, 2016
Accepted: Nov 30, 2017
Published online: Mar 29, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 29, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Institute of Transportation Engineering, Zhejiang Univ., Hangzhou, 310058 P. R. China (corresponding author). E-mail: [email protected]
Jian-Xi Bao [email protected]
Graduate Research Assistant, Institute of Transportation Engineering, Zhejiang Univ., Hangzhou, 310058 P. R. China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share