AUTHORS: Bao Thach Nguyen, Abbas Mohajerani
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ABSTRACT: Over the last decade, the rapid development of the computational technology has made a significant impact on the other field of engineering; especially on the method of data analysis. Computational approach has been applied widely to investigate the engineering problem. In the current study, the application of discrete element method (DEM) is examined in simulation of the repeated load triaxial test in pavement engineering. Flexible pavement is complex structure. Under the dynamic traffic loading, the behaviour of pavement can be predicted by using the repeated load triaxial test equipment in the laboratory. However, the nature of the repeated load triaxial testing procedure is considered time-consuming, complicated and expensive, and it is a challenge to carry out as a routine test in the laboratory. Therefore, the current paper proposes a numerical approach to simulate the repeated load triaxial test by employing the discrete element method. A sample with particle size ranging from 2.36 mm to 19.0 mm was constructed. Material properties, which included normal stiffness, shear stiffness, coefficient of friction, maximum dry density and particle density, were used as the input for the simulation. The sample was then subjected to a combination of deviator and confining stress and it was found that the discrete element method is able to simulate the repeated load triaxial test in the laboratory.
KEYWORDS: Resilient behaviour, discrete element method, numerical method, dynamic load, pavement, unbound granular.
REFERENCES:
[1] F. Lekarp, U. Isacsson and A. R. Dawson, State of the art. I: Resilient response of unbound aggregates, Journal of Transportation Engineering, vol.126 issue 1, pp. 66-75, 2000.
[2] R. D. Barksdale, The aggregate handbook, National Stone Association, Sheridan Books, Inc., Elliot Place, Washington, D.C, 2001.
[3] B. Magnusdottir and S. Erlingsson, Repeated load triaxial testing for quality assessment of unbound granular base course material, Proceedings from the 9th Nordic Aggregate Research Conference, Reykjavik, Iceland, 2002.
[4] Australian testing procedure AG:PT/T053, Determination of permanent deformation and resilient modulus characteristic of unbound granular materials under drained conditions, Austroads Working Group, Australia, 2007.
[5] A. Adu-Osei, Characterization of unbound granular materials, PhD Dissertation, Department of Civil Engineering, Texas A&M University, College Station, Texas, 2000.
[6] AASHTO T 307-99, Determining the resilient modulus of soils and aggregate. materials, AASHTO, Washington, D.C., USA, 1999.
[7] P. A. Cundall and O. D. L. Strack, A discrete numerical model for granular assemblies, Geotechnique, vol.29, pp.47–65, 1979.
[8] O. R. Walton, Explicit particle dynamics model for granular materials, Numerical methods in Geomechanics, Z. Eisenstein, ed. A. A. Balkema Rotterdam, pp.1261-1268, 1983.
[9] C. Campbell and C. Brenan, Computer simulations of granular shear flow, Journal of Fluid Mechanics, vol.151, pp.167-188, 1985.
[10] R. K Rajamani, B. K. Mishra, R. Venugopal and A. Datta, Discrete element analysis of tumbling mills, Powder Technology, vol. 09, pp. 105-112, 2000.
[11] M. Moakher, T. Shinbrot and F. J. Muzzio, Experimentally validated computations of flow, mixing and segregation of non-cohesive grains in 3D tumbling blenders, Powder Technology, vol. 109, pp. 58-71, 2000.
[12] L. Cui and C. O’Sullivan, Exploring the macro and micro scale response of an idealised granular material in the direct shear apparatus, Geotechnique vol. 56, pp. 455-468, 2006.
[13] C. Bierwisch, T. Kraft, H. Riedel, and M. Moseler, Three-dimensional discrete element models for the granular statics and dynamics of powders in cavity filling, Journal of Mechanics and Physics of Solids, vol.57 issue 1, pp. 10-31, 2009.
[14] Steffen Abe, David Place, and Peter Mora, A parallel implementation of the lattice solid model for the simulation of rock mechanics and earthquake dynamics, Pure and Applied Geophysics, vol. 161, pp. 2265-2277, 2004.
[15] ESyS-Particle: https://launchpad.net/esysparticle
[16] ParaView: http://www.paraview.org
[17] N. V. Rege, Computational modelling of granular materials, Doctoral Thesis, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, 1996.
[18] Pöschel and Schwager (2005) Computational granular dynamics, SpringlerVerlag, 2005.
[19] Y. P. Cheng, Y. Nakata and M. D. Bolton, Discrete element simulation of crushable soil, Geotechnique, vol. 53, pp. 633-641, 2003.
[20] Protocol P46, Resilient modulus of unbound granular, base/sub-base materials and subgrade soils, Department of Transportation, U.S, 1996.
[21] M. Zeghal, Discrete-Element method investigation of the resilient behaviour of granular materials, Journal of Transportation Engineering, ASCE, vol. 130 issue 4, pp. 503– 509, 2004.