MCDOWELL, G.R., LI, H. and LOWNDES, I., 2011. The importance of particle shape in discrete element modelling of particle flow in a chute Geotechnique Letters. 1(3), 59-64
WU, J., COLLOP, A.C. and MCDOWELL, G.R., 2010. Discrete Element Modelling of Constant Strain Rate Compression Tests on an Idealised Asphalt Mixture ASCE Journal of Materials in Civil Engineering. 23(1), 2-11
FERELLEC, J-F and MCDOWELL, G.R., 2010. Modelling realistic shape and particle inertia in DEM Geotechnique. 60(3), 227-232
LU, M. and MCDOWELL, G.R., 2010. Discrete element modelling of railway ballast under monotonic and cyclic triaxial loading Getechnique. 60(6), 459-467
GENG, Y., YU, H-S. and MCDOWELL, G.R., 2010. Simulation of granular behaviour using DEM Procedia Earth and Planetary Science. 1(1), 598-605
FERELLEC, J-F. and MCDOWELL, G.R., 2010. A method to model realistic particle shape and inertia in DEM Granular Matter. 12(5), 459-467
MCDOWELL, G.R., COLLOP, A.C. and WU, J., 2009. A dimensional analysis of scaling viscosity and velocity in DEM of constant strain rate tests on asphalt Geomechanics and Geoengineering. 4(2), 171-174
AURSUDKIJ, B., MCDOWELL, G.R. and COLLOP, A.C., 2009. Cyclic loading of railway ballast under triaxial conditions and in a Railway Test Facility Granular Matter. 11(6), 391-401
WU, J, COLLOP, A and MCDOWELL, G, 2008. Discrete Element Modelling Of Low Temperature Monotonic Compression Tests In An Idealised Asphalt Mixture
FERELLEC, J-F and MCDOWELL, G.R., 2008. A simple method to create complex particle shapes for DEM Geomechanics and Geoengineering. 3(3), 211-216
LU, M and MCDOWELL, G.R, 2008. Discrete element modelling of railway ballast under triaxial conditions Geomechanics and Geoengineeing. 3(4), 257-270
BROWN, S.F., BRODRICK, B.V., THOM, N.H. and MCDOWELL, G.R., 2007. The Nottingham railway test facility, UK Proceedings of the Institution of Civil Engineers. Transport. 160(2), 59-65 COLLOP, A.C and MCDOWELL, G.R. AND LEE, Y., 2007. On the use of discrete element modelling to simulate the viscoelastic deformation behaviour of an idealised asphalt mixture. Geomechanics and Geoengineering. 2(2), 77-86
LU, M. and MCDOWELL, G.R., 2007. The importance of modelling ballast particle shape in DEM Granular Matter. 9(1-2), 71-82
LIM, W.L. and MCDOWELL, G.R., 2007. The influence of co-ordination number on agglomerate strength In: Discrete element methods (DEM) 07, Brisbane, Australia, 27-29 August, 2007.. (In Press.)
LACKENBY, J, INDRARATNA, B and MCDOWELL, G.R. AND CHRISTIE, D., 2007. Triaxial behaviour of ballast and the role of confining pressure under cyclic loading Geotechnique. 57(6), 527-536 (In Press.)
MCDOWELL, G.R., HARIRECHE, O., KONIETZKY, H., BROWN, S.F. and THOM, N.H., 2006. Discrete element modelling of geogrid-reinforced aggregates Proceedings of the Institution of Civil Engineers. Geotechnical Engineering. 159(1), 35-48 COLLOP, A.C., MCDOWELL, G.R. and LEE, Y.W., 2006. Modelling dilation in an idealised asphalt mixture using discrete element modelling Granular Matter. 8(3-4), 175-184 MCDOWELL, G.R. and STICKLEY, P., 2006. Performance of geogrid-reinforced ballast Ground Engineering. 39(1), 26-30
LU, M. and MCDOWELL, G.R., 2006. Discrete element modelling of ballast abrasion Geotechnique. 56(9), 651-655. MCDOWELL, G.R., LIM, W.L., COLLOP, A.C., ARMITAGE, R. and THOM, N.H., 2005. Laboratory simulation of train loading and tamping on ballast Proceedings of the Institution of Civil Engineers. Transport. 158(2), 89-96 HAU, K.W. and MCDOWELL, G.R., 2005. Evaluating permissible subgrade rut depth in pavement design Proceedings of the Institution of Civil Engineers. Geotechnical Engineering. 158(1), 45-56 JIANG, M.J., YU, H.S., MCDOWELL, G.R. and HARRIS, D., 2005. What continuum model is expected in in-situ granular mechanics: observation in discrete element modelling of penetration tests In: Joint Mechanics and Materials Conference, ASCE/ASME.
LIM, W.L., MCDOWELL, G.R. and COLLOP, A.C., 2005. Quantifying the relative strengths of railway ballasts Proceedings of the Institution of Civil Engineers. Geotechnical Engineering. 158(2), 107-112 LIM, W. L. and MCDOWELL, G. R., 2005. Discrete element modelling of railway ballast Granular Matter. VOL 7(NUMBER 1), 19-29 MCDOWELL, G.R., 2005. The role of particle crushing in granular materials In: Modern Trends in Geomechanics.
MCDOWELL, G.R., LIM, W.L., COLLOP, A.C., ARMITAGE, R. and THOM, N.H., 2004. Comparison of ballast index tests for railway trackbeds Proceedings of the Institution of Civil Engineers. Geotechnical Engineering. 157(3), 151-161 COLLOP, A.C., MCDOWELL, G.R. and LEE, Y., 2004. Use of the distinct element method to model the deformation behaviour of an idealised asphalt mixture The International Journal of Pavement Engineering. 5(1), 1-7 LIM, W.L., MCDOWELL, G.R. and COLLOP, A.C., 2004. The application of Weibull statistics to the strength of railway ballast Granular Matter. 6(4), 229-238
COLLOP, A.C., MCDOWELL, G.R. and LEE, Y., 2004. Modelling the behaviour of an idealised asphalt mixture using the distinct element method In: Transportation Research Board Annual Meeting.
HAU, K.W. and MCDOWELL, G.R., 2004. The use of a kinematic hardening model for estimating subgrade stiffnes in layered-elastic analyses The International Journal of Pavement Engineering. 5(2), 53-59 MCDOWELL, G.R., LIM, W.L. and BUCHANAN, J., 2004. Performance of ballast mixtures Ground Engineering. 37(10), 28-31
MCDOWELL, G.R., 2003. Micromechanics of creep of granular materials Géotechnique. 53(10), 915-916 HARIRECHE, O. and MCDOWELL, G.R., 2003. Discrete element modelling of cyclic loading of crushable aggregates Granular Matter. 5(3), 147-152 MCDOWELL, G.R., LIM, W.L. and COLLOP, A.C., 2003. Measuring the strength of railway ballast Ground Engineering. 36(1), 25-28
MCDOWELL, G. R. and HAU, K. W., 2003. A simple non-associated three surface kinematic hardening model Geotechnique. VOL 53(PART 4), 433-438 MCDOWELL, G. R. and KHAN, J. J., 2003. Creep of granular materials Granular Matter. VOL 5(NUMB 3), 115-120 MCDOWELL, G.R., NAKATA, Y. and HYODO, M., 2002. On the plastic hardening of sand Géotechnique. 52(5), 349-358 MCDOWELL, G.R. and HARIRECHE, O., 2002. Discrete element modelling of yielding and normal compression of sand Géotechnique. 52(4), 299-304 MCDOWELL, G.R., LIM, W.L., COLLOP, A.C. and BROWN, S.F., 2002. Micro mechanics of railway ballast degradation In: International Conference on Railway Engineering.
MCDOWELL, G. R. and HARIRECHE, O., 2002. Discrete element modelling of soil particle fracture Geotechnique. VOL 52(PART 2), 131-136 MCDOWELL, G. R., 2002. A simple non-associated flow model for sand Granular Matter. VOL 4(NUMB 2), 65-70 MCDOWELL, G. R., 2002. On the Yielding and Plastic Compression of Sand SOILS AND FOUNDATIONS -TOKYO-. VOL 42(PART 1), 139-146
MCDOWELL, G. R. and HUMPHREYS, A., 2002. Yielding of granular materials Granular Matter. VOL 4(NUMB 1), 1-8 YU, H.., BROWN, S.F. and MCDOWELL, G.R., 2001. Dynamic coupled analysis for rutting in flexible pavement foundations under cyclic loading Chinese Journal of Geotechnical Engineering. 23(6), 757-762
MCDOWELL, G.R., 2001. Statistics of soil particle strength Géotechnique. 51(10), 897-900 MCDOWELL, G. R., 2001. A Student-centred Learning Approach to Teaching Soil Mechanics The International Journal of Engineering Education. VOL 17(PART 3), 255-260
MCDOWELL, G.R. and DANIELL, C.M., 2001. Fractal compression of soil Geotechnique. 51(2), 173-176 MCDOWELL, G. R. and BOLTON, M. D., 2001. Micro Mechanics of Elastic Soil SOILS AND FOUNDATIONS -TOKYO-. VOL 41(PART 6), 147-152
MCDOWELL, G.R. and COLLOP, A.C., 2000. Student-centered learning in pavement and geotechnical engineering In: Civil and Structural Engineering in the 21st Century.
MCDOWELL, G. R. and AMON, A., 2000. The Application of Weibull Statistics to the Fracture of Soil Particles SOILS AND FOUNDATIONS -TOKYO-. VOL 40(PART 5), 133-142
MCDOWELL, G.R. and BOLTON, M.D., 2000. Reply to discussion on: The micro mechanics of crushable aggregates Geotechnique. 50(3), 315-318
MCDOWELL, G. R., 2000. A Family of Yield Loci Based on Micro Mechanics SOILS AND FOUNDATIONS -TOKYO-. VOL 40(PART 6), 133-137
MCDOWELL, G.R., 1999. Micro mechanics of clastic soil In: 2nd International Workshop on Soil Crushability.
MCDOWELL, G.R. and BOLTON, M.D., 1999. Effect of particle size distribution on pile penetration in calcareous sand in the geotechnical centrifuge In: 4th International Conference on Deep Foundation Practice Incorportating Piletalk International '99.
MCDOWELL, G. R. and BOLTON, M. D., 1998. On the micromechanics of crushable aggregates Geotechnique. VOL 48(NUMBER 5), 667-680 MCDOWELL, G.R. and BOLTON, M.D., 1997. A micro mechanical model for overconsolidated behaviour in soils In: Powders and Grains 97. 203-206
MCDOWELL, G.R., BOLTON, M.D. and ROBERTSON, D., 1997. A numerical representation of fracturing granular materials International Journal for Numerical and Analytical Methods in Geomechanics. 21, 825-843 MCDOWELL, G. R., BOLTON, M. D. and ROBERTSON, D., 1996. The fractal crushing of granular materials Journal of the Mechanics and Physics of Solids. VOL 44(NUMBER 12), 2079-2102 BOLTON, M.D. and MCDOWELL, G.R., 1996. Clastic mechanics In: IUTAM Symposium on mechanics of granular and porous materials. 35-46
BROWN, S.F., BRODRICK, B.V. and THOM, N.H. AND MCDOWELL, G.R., The Nottingham Railway Test Facility (In Press.)
BROWN, S.F, BRODRICK, B.V and THOM, N.H. AND MCDOWELL, G.R., The Nottingham Railway Test Facility Proceeding of the Institution of Civil Engineers: Transport. (In Press.)