Page 332 - Mechanics of Asphalt Microstructure and Micromechanics
P. 332
324 Ch a p t e r N i n e
Ghaboussi, J. (1990). Three-dimensional discrete element method for granular materials. Interna-
tional Journal for Numerical and Analytical Methods in Geomechanics, Vol.14, No.7, pp.451–472.
Golchert, D., Moreno, R., Ghadiri, M. and Litster, J. (2004). Effect of granule morphology on break-
age behaviors during compression. Powder Technology, Vol.143–144, pp.84–96.
Goldstein, H. (1950). Classical Mechanics. Addison-Wesley, Reading, MA.
Hart, R., Cundall, P.A. and Lemos, J. (1988). Formulation of a three-dimensional distinct element
model—part II. Mechanical calculations for motion and interaction of a system composed of
many polyhedral blocks. International Journal of Rock Mechanics, Vol.25, No.3, pp.117–125.
Hibbeler, R.C. (1974). Engineering Mechanics: Dynamics. Macmillan Publishing Co., Inc.,
New York.
Itasca (2005). PFC Manuals, Itasca Consulting Group, Inc.
Iwashita, K. and Oda, M. (1998). Rotational resistance at contacts in the simulation of shear band
development by DEM. Journal of Engineering Mechanics, Vol.124, No.3, pp.285–292.
Jensen, R.P., Edil, T.B., Bosscher, P.J., Plesha, M.E. and Kahla, N.B. (2001a). Effect of particle shape
on interface behavior of DEM-simulated granular materials. The International Journal of Geome-
chanics, Vol.1, No.1, pp.1–19.
Jensen, R., Plesha, M.E., Edil, T.B., Bosscher, P.J. and Kahla, N.B. (2001b). DEM simulation of par-
ticle damage in granular media-structure interface. The International Journal of Geomechanics,
Vol.1, No.1, pp.21–39.
Kim, H. and Buttlar, W.G. (2005). Micro mechanical fracture modeling of asphalt mixture using
the discrete element method. Proceeding of the GeoFrontier Conference, Advances in Pavement
Engineering (GSP 130), Austin, TX, United States.
Kim, Y.R., Allen, D.H. and Little, D.N. (2005). Damage-induced modeling of asphalt mixtures
through computational micromechanics and cohesive zone fracture. Journal of Materials in
Civil Engineering, Vol. 17, No. 5, pp.477–484.
Kim, H., Wagoner, W.P. and Buttlar, W.G. (2008). Simulation of fracture behavior in asphalt con-
crete using a heterogeneous cohesive zone discrete element model. Journal of Materials in Civil
Engineering, Vol.20, No.8, pp.552–563.
Komodromos, P.I. and Williams, J.R. (2002). On the simulation of deformable bodies using com-
bined discrete and finite element methods. Geotechnical Special Publication, No.117, pp.138–44.
Lewis, R.W., Gethin, D.T., Yang, X.S. and Rowe, R.C. (2005). A combined fi nite-discrete element
method for simulating pharmaceutical powder tableting, International Journal for Numerical
Methods in Engineering, Vol.62, pp.853–869.
Lin, X. and Ng, T. (1997). A three-dimensional discrete element model using arrays of ellipsoids.
Geotechnique, Vol.47, pp.219–329.
Liu, Y., and You, Z. (2008). Simulation of cyclic loading tests for asphalt mixtures using user
defined models within discrete element method. Proc., GeoCongress 2008, The Challenge of
Sustainability in the Geoenvironment, ASCE, Reston, Va., pp.742–749.
Liu, Y., Dai, Q., and You, Z. (2009). Viscoelastic model for discrete element simulation of asphalt
mixtures. Journal of Engineering Mechanics, Vol.135, No.4, pp.324–333.
Mamaghani, I.H.P. (2006). Analysis of masonry bridges: discrete finite element method, Transporta-
tion Research Record, No.1976, pp.13–19.
Meegoda, J.N. and Chang, K.G. (1994). Modeling viscoelastic behavior of hot mix asphalt (HMA)
using discrete element methods. Proceeding of 3rd ASCE Materials Engineering Conference—
Infrastructure: New Materials and Methods of Repair, San Diego, pp.804–811.
Meegoda, J.N. and Chang, K.G. (1995). Fundamental study on the discontinuities and heterogene-
ities of asphalt concrete. Proceedings of 10th Conference, ASCE, Boulder, CO, USA.