Professor Glenn McDowell
Professor Glenn McDowell
Professor of Geomechanics, University of Nottingham
Verified email at
Cited by
Cited by
On the micromechanics of crushable aggregates
GR McDowell, MD Bolton
Géotechnique 48 (5), 667-679, 1998
The fractal crushing of granular materials
GR McDowell, MD Bolton, D Robertson
Journal of the Mechanics and Physics of Solids 44 (12), 2079-2102, 1996
The importance of modelling ballast particle shape in the discrete element method
M Lu, GR McDowell
Granular matter 9 (1-2), 69, 2007
Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading
J Lackenby, B Indraratna, G McDowell, D Christie
Géotechnique 57 (6), 527-536, 2007
Discrete element modelling of railway ballast
WL Lim, GR McDowell
Granular Matter 7 (1), 19-29, 2005
Discrete element modelling of geogrid-reinforced aggregates
GR McDowell, O Harireche, H Konietzky, SF Brown, NH Thom
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2006
Discrete element modelling of soil particle fracture
GR McDowell, O Harireche
Géotechnique 52 (2), 131-135, 2002
A method to model realistic particle shape and inertia in DEM
JF Ferellec, GR McDowell
Granular Matter 12 (5), 459-467, 2010
Earthquake design practice for buildings
ED Booth, D Key
Thomas Telford, 2006
On the yielding and plastic compression of sand
GR McDowell
Soils and foundations 42 (1), 139-145, 2002
On the micro mechanics of one-dimensional normal compression
GR McDowell, JP de Bono
Géotechnique 63 (11), 895-908, 2013
The application of Weibull statistics to the fracture of soil particles
GR McDowell, A Amon
Soils and foundations 40 (5), 133-141, 2000
Cyclic loading of railway ballast under triaxial conditions and in a railway test facility
B Aursudkij, GR McDowell, AC Collop
Granular Matter 11 (6), 391, 2009
Discrete element modelling of yielding and normal compression of sand
GR McDowell, O Harireche
Géotechnique 52 (4), 299-304, 2002
Discrete element modelling of railway ballast under monotonic and cyclic triaxial loading
M Lu, GR McDowell
Géotechnique 60 (6), 459-467, 2010
Modelling dilation in an idealised asphalt mixture using discrete element modelling
AC Collop, GR McDowell, YW Lee
Granular Matter 8 (3-4), 175, 2006
Discrete element modelling of cyclic loads of geogrid-reinforced ballast under confined and unconfined conditions
C Chen, GR McDowell, NH Thom
Geotextiles and Geomembranes 35, 76-86, 2012
Behaviour of clay-fouled ballast under drained triaxial testing
B Indraratna, N Tennakoon, S Nimbalkar, C Rujikiatkamjorn
Géotechnique 63 (5), 410-419, 2013
The application of Weibull statistics to the strength of railway ballast
WL Lim, GR McDowell, AC Collop
Granular Matter 6 (4), 229-237, 2004
Use of the distinct element method to model the deformation behavior of an idealized asphalt mixture
AC Collop, GR McDowell, Y Lee
International Journal of Pavement Engineering 5 (1), 1-7, 2004
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