-
1
-
-
0022082462
-
State parameter for sands
-
Been K., and Jefferies M.G. State parameter for sands. Geotechnique 35 2 (1985) 99-112
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
2
-
-
57049179087
-
-
Burkardt, J. (2007). C++ code: Table voronoi. https://people.scs.fsu.edu/∼burkardt/cpp_src.
-
Burkardt, J. (2007). C++ code: Table voronoi. https://people.scs.fsu.edu/∼burkardt/cpp_src.
-
-
-
-
3
-
-
1642569556
-
Crushing and plastic deformation of soils simulated using DEM
-
Cheng Y.P., Bolton M.D., and Nakata Y. Crushing and plastic deformation of soils simulated using DEM. Geotechnique 54 (2004) 131-141
-
(2004)
Geotechnique
, vol.54
, pp. 131-141
-
-
Cheng, Y.P.1
Bolton, M.D.2
Nakata, Y.3
-
4
-
-
0242657361
-
Discrete element simulation of crushable soil
-
Cheng Y.P., Nakata Y., and Bolton M.D. Discrete element simulation of crushable soil. Geotechnique 53 (2003) 633-641
-
(2003)
Geotechnique
, vol.53
, pp. 633-641
-
-
Cheng, Y.P.1
Nakata, Y.2
Bolton, M.D.3
-
5
-
-
57049139476
-
-
Cui, L. (2006). Developing a virtual test environment for granular materials using discrete element modelling. Doctoral dissertation, University College Dublin.
-
Cui, L. (2006). Developing a virtual test environment for granular materials using discrete element modelling. Doctoral dissertation, University College Dublin.
-
-
-
-
6
-
-
33748557447
-
Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus
-
Cui L., and O'Sullivan C. Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus. Geotechnique 56 7 (2006) 455-468
-
(2006)
Geotechnique
, vol.56
, Issue.7
, pp. 455-468
-
-
Cui, L.1
O'Sullivan, C.2
-
7
-
-
36849002763
-
An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model
-
Cui L., O'Sullivan C., and O'Neill S. An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model. Geotechnique 57 10 (2007) 831-844
-
(2007)
Geotechnique
, vol.57
, Issue.10
, pp. 831-844
-
-
Cui, L.1
O'Sullivan, C.2
O'Neill, S.3
-
8
-
-
57049141625
-
-
Cundall, P., & Strack, O. (1979). The distinct element method as a tool for research in granular media. Part II. Report to the National Science Foundation, University of Minnesota.
-
Cundall, P., & Strack, O. (1979). The distinct element method as a tool for research in granular media. Part II. Report to the National Science Foundation, University of Minnesota.
-
-
-
-
11
-
-
57049160487
-
-
Hosseini-Kamal, R. (2007). An evaluation of the pfc clump particle for modelling non-spherical soil particles. Master Thesis, Imperial College, London.
-
Hosseini-Kamal, R. (2007). An evaluation of the pfc clump particle for modelling non-spherical soil particles. Master Thesis, Imperial College, London.
-
-
-
-
12
-
-
0004039857
-
-
Itasca Consulting Group, Inc., Minneapolis, Minnesota
-
Itasca Consulting Group Inc. Particle flow code in two dimensions (PFC2D), theory and background volume, version 3.1. 3rd ed. (2004), Itasca Consulting Group, Inc., Minneapolis, Minnesota
-
(2004)
Particle flow code in two dimensions (PFC2D), theory and background volume, version 3.1. 3rd ed.
-
-
Itasca Consulting Group, Inc.1
-
14
-
-
57049177940
-
-
Itasca Consulting Group, Inc., Minneapolis, Minnesota
-
Itasca Consulting Group Inc. Particle flow code in three dimensions (PFC3D), optional features volume, version 3.1. 1st ed. (2005), Itasca Consulting Group, Inc., Minneapolis, Minnesota
-
(2005)
Particle flow code in three dimensions (PFC3D), optional features volume, version 3.1. 1st ed.
-
-
Itasca Consulting Group, Inc.1
-
15
-
-
0031849987
-
Rolling resistance at contacts in simulation of shear band development by DEM
-
Iwashita K., and Oda M. Rolling resistance at contacts in simulation of shear band development by DEM. Journal of Engineering Mechanics, ASCE 124 3 (1998) 285-292
-
(1998)
Journal of Engineering Mechanics, ASCE
, vol.124
, Issue.3
, pp. 285-292
-
-
Iwashita, K.1
Oda, M.2
-
16
-
-
57049121269
-
-
Joe, B. (2007). Barry joe's geompack and mesh generation research. From Website: http://members.shaw.ca/bjoe/.
-
Joe, B. (2007). Barry joe's geompack and mesh generation research. From Website: http://members.shaw.ca/bjoe/.
-
-
-
-
17
-
-
0029250839
-
A flexible boundary for three-dimensional DEM particle assemblies
-
Kuhn M.R. A flexible boundary for three-dimensional DEM particle assemblies. Engineering Computations 12 2 (1995) 175-183
-
(1995)
Engineering Computations
, vol.12
, Issue.2
, pp. 175-183
-
-
Kuhn, M.R.1
-
18
-
-
22144439505
-
Particle in cell and discrete element models for granular materials
-
Desai C.S. (Ed), Balkema, Rotterdam
-
Mulhaus H.-B., Sakaguchi H., Moresi M., and Graham L. Particle in cell and discrete element models for granular materials. In: Desai C.S. (Ed). Proceedings of the tenth international conference on computer methods and advances in geomechanics (2001), Balkema, Rotterdam
-
(2001)
Proceedings of the tenth international conference on computer methods and advances in geomechanics
-
-
Mulhaus, H.-B.1
Sakaguchi, H.2
Moresi, M.3
Graham, L.4
-
19
-
-
8644242942
-
Triaxial test simulations with discrete element method and hydrostatic boundaries
-
Ng T.-T. Triaxial test simulations with discrete element method and hydrostatic boundaries. Journal of Engineering Mechanics, ASCE 130 10 (2004) 1188-1194
-
(2004)
Journal of Engineering Mechanics, ASCE
, vol.130
, Issue.10
, pp. 1188-1194
-
-
Ng, T.-T.1
-
20
-
-
57049182556
-
Micro-structure of shear band and its relation to the mechanism of dilatancy and failure of granular soils
-
Oda M., and Kazama H. Micro-structure of shear band and its relation to the mechanism of dilatancy and failure of granular soils. Geotechnique 48 1 (1998) 1-17
-
(1998)
Geotechnique
, vol.48
, Issue.1
, pp. 1-17
-
-
Oda, M.1
Kazama, H.2
-
21
-
-
57049099283
-
-
O'Sullivan, C. (2002). The application of discrete element modelling to finite deformation problems in geomechanics. Doctoral Dissertation, University of California, Berkeley.
-
O'Sullivan, C. (2002). The application of discrete element modelling to finite deformation problems in geomechanics. Doctoral Dissertation, University of California, Berkeley.
-
-
-
-
23
-
-
0036840378
-
The influence of particle shape and surface friction variability on macroscopic frictional strength of rod-shaped particulate media
-
O'Sullivan C., Bray J.D., and Riemer M.F. The influence of particle shape and surface friction variability on macroscopic frictional strength of rod-shaped particulate media. Journal of Engineering Mechanics, ASCE 128 11 (2002) 1182-1192
-
(2002)
Journal of Engineering Mechanics, ASCE
, vol.128
, Issue.11
, pp. 1182-1192
-
-
O'Sullivan, C.1
Bray, J.D.2
Riemer, M.F.3
-
26
-
-
18844411826
-
Numerical modelling of plane strain tests on sands using a particulate approach
-
Powrie W., Ni Q., Harkness R.M., and Zhang X. Numerical modelling of plane strain tests on sands using a particulate approach. Geotechnique 55 4 (2005) 297-306
-
(2005)
Geotechnique
, vol.55
, Issue.4
, pp. 297-306
-
-
Powrie, W.1
Ni, Q.2
Harkness, R.M.3
Zhang, X.4
-
28
-
-
57049121830
-
-
Shewchuk, J. R. (1999). Lecture notes on delaunay mesh generation. From Website: http://www.cis.upenn.edu/∼cis610/shewchuk1999.pdf.
-
Shewchuk, J. R. (1999). Lecture notes on delaunay mesh generation. From Website: http://www.cis.upenn.edu/∼cis610/shewchuk1999.pdf.
-
-
-
-
30
-
-
0034002535
-
Numerical simulations of deviatoric shear deformation of granular media
-
Thornton C. Numerical simulations of deviatoric shear deformation of granular media. Geotechnique 50 1 (2000) 43-53
-
(2000)
Geotechnique
, vol.50
, Issue.1
, pp. 43-53
-
-
Thornton, C.1
-
31
-
-
33748701310
-
Numerical simulation of triaxial test using two and three dimensional DEM
-
Kishino Y. (Ed), A.A. Balkema, Rotterdam
-
Tsunekawa H., and Iwashita K. Numerical simulation of triaxial test using two and three dimensional DEM. In: Kishino Y. (Ed). Powders and grains 01 (2001), A.A. Balkema, Rotterdam 177-182
-
(2001)
Powders and grains 01
, pp. 177-182
-
-
Tsunekawa, H.1
Iwashita, K.2
-
32
-
-
41849133930
-
A particulate-scale investigation of cemented sand behavior
-
Wang Y.H., and Leung S.C. A particulate-scale investigation of cemented sand behavior. Canadian Geotechnical Journal 45 1 (2008) 29-44
-
(2008)
Canadian Geotechnical Journal
, vol.45
, Issue.1
, pp. 29-44
-
-
Wang, Y.H.1
Leung, S.C.2
-
33
-
-
34247849154
-
A numerical examination of the direct shear test
-
Zhang L., and Thornton C. A numerical examination of the direct shear test. Geotechnique 57 4 (2007) 343-354
-
(2007)
Geotechnique
, vol.57
, Issue.4
, pp. 343-354
-
-
Zhang, L.1
Thornton, C.2
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