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Volumn 48, Issue 4, 2008, Pages 511-530

Discrete element analysis of the response of granular materials during cyclic loading

Author keywords

Cyclic triaxial test; Discrete element method; Fabric; Validation (IGC: e8 e13 e14)

Indexed keywords

CYCLIC LOADS; FABRICS; FINITE DIFFERENCE METHOD; GRANULAR MATERIALS; PARTICLES (PARTICULATE MATTER); SOILS;

EID: 70450189337     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.48.511     Document Type: Article
Times cited : (94)

References (31)
  • 1
    • 0742302045 scopus 로고    scopus 로고
    • Effects of initial fabric and shearing direction on cyclic deformation characteristics of sand
    • Chaudhary, J. K., Kuwano, J., Hashimoto, S., Hayanoi, Y. and Nakamura, Y. (2002): Effects of initial fabric and shearing direction on cyclic deformation characteristics of sand, Soils and Foundations, 42(1), 147-157.
    • (2002) Soils and Foundations , vol.42 , Issue.1 , pp. 147-157
    • Chaudhary, J.K.1    Kuwano, J.2    Hashimoto, S.3    Hayanoi, Y.4    Nakamura, Y.5
  • 2
    • 33751051468 scopus 로고    scopus 로고
    • A laboratory study of the development of earth pressures behind integral bridge abutments
    • Clayton, C. R. I., Xu, M. and Bloodworth, A. (2006): A laboratory study of the development of earth pressures behind integral bridge abutments, Geotechnique, 56, 561-572.
    • (2006) Geotechnique , vol.56 , pp. 561-572
    • Clayton, C.R.I.1    Xu, M.2    Bloodworth, A.3
  • 3
    • 33751070447 scopus 로고    scopus 로고
    • Sand tested under cyclic triaxial conditions with constant radial stress
    • Cosgrove, E. F., Lehane, B. M., Ng, C. W. W. (2001): Sand tested under cyclic triaxial conditions with constant radial stress, 15th ICSMGE, 1, 63-66.
    • (2001) 15th ICSMGE , vol.1 , pp. 63-66
    • Cosgrove, E.F.1    Lehane, B.M.2    Ng, C.W.W.3
  • 5
    • 33748557447 scopus 로고    scopus 로고
    • Exploring the macro- and micro-scale response characteristics of an idealized granular material inthe direct shear apparatus
    • Cui, L. and O'Sullivan, C. (2006): Exploring the macro- and micro-scale response characteristics of an idealized granular material inthe direct shear apparatus, Geotechnique, 56, 455-468.
    • (2006) Geotechnique , vol.56 , pp. 455-468
    • Cui, L.1    O'Sullivan, C.2
  • 6
    • 36849002763 scopus 로고    scopus 로고
    • An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model
    • Cui, L., O'Sullivan, C. and O'Neil, S. (2007): An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model, Geotechnique, 57(10), 831-844.
    • (2007) Geotechnique , vol.57 , Issue.10 , pp. 831-844
    • Cui, L.1    O'Sullivan, C.2    O'Neil, S.3
  • 8
    • 0031249528 scopus 로고    scopus 로고
    • Drained granular material under cyclic loading with temperature-induced soil/structure interaction
    • 1997
    • England, G. L., Tsang, C. M., Dunstan, T. et al. (1997): Drained granular material under cyclic loading with temperature-induced soil/structure interaction, ASME Applied Mechanic Review, 1997, 50, 553-579.
    • (1997) ASME Applied Mechanic Review , vol.50 , pp. 553-579
    • England, G.L.1    Tsang, C.M.2    Dunstan, T.3
  • 9
    • 24744451272 scopus 로고    scopus 로고
    • Material behaviour of dry sand under cyclic loading
    • Festag, G. and Katzenbach, R. (2001): Material behaviour of dry sand under cyclic loading, 15th ICSMGE, 1, 87-90.
    • (2001) 15th ICSMGE , vol.1 , pp. 87-90
    • Festag, G.1    Katzenbach, R.2
  • 11
    • 0019696199 scopus 로고
    • Settlements due to drained, cyclic loads
    • Janbu, N. and Senneset, K. (1981): Settlements due to drained, cyclic loads, 10th ICSMGE, 1, 165-170.
    • (1981) 10th ICSMGE , vol.1 , pp. 165-170
    • Janbu, N.1    Senneset, K.2
  • 12
    • 22944443017 scopus 로고
    • Computer simulation of close random packing of equal spheres
    • Jodrey, W. and Tory, E. (1985): Computer simulation of close random packing of equal spheres, Physical Review A, 32(4), 2347-2351.
    • (1985) Physical Review A , vol.32 , Issue.4 , pp. 2347-2351
    • Jodrey, W.1    Tory, E.2
  • 16
    • 0031171862 scopus 로고    scopus 로고
    • A three-dimensional discrete element model using arrays of ellipsoids
    • Lin, X. and Ng, T.-T. (1997): A three-dimensional discrete element model using arrays of ellipsoids, Geotechnique, 47(2), 319-329.
    • (1997) Geotechnique , vol.47 , Issue.2 , pp. 319-329
    • Lin, X.1    Ng, T.-T.2
  • 19
    • 0028380704 scopus 로고
    • Numerical simulations of mono-tonic and cyclic loading of granular soil
    • ASCE
    • Ng, T.-T. and Dobry, R. (1994): Numerical simulations of mono-tonic and cyclic loading of granular soil, Journal of Geotechnical Engineering, ASCE. 120(2), 388-403.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.2 , pp. 388-403
    • Ng, T.-T.1    Dobry, R.2
  • 21
    • 0042824612 scopus 로고    scopus 로고
    • An evaluation of two approaches for the discrete element modeling of granular materials
    • ed. by Bicanic, N.), Glasgow, Scotland, June 2001, University of Glasgow, Scotland, UK
    • O'Sullivan, C. and Bray, J. D. (2001): An evaluation of two approaches for the discrete element modeling of granular materials, Proc. 4th International Conference on Analysis of Discontinuous Deformation (ed. by Bicanic, N.), Glasgow, Scotland, June 2001, University of Glasgow, Scotland, UK, 97-110.
    • (2001) Proc. 4th International Conference on Analysis of Discontinuous Deformation , pp. 97-110
    • O'Sullivan, C.1    Bray, J.D.2
  • 22
    • 2942542940 scopus 로고    scopus 로고
    • Selecting a suitable time-step for discrete element simulations that use the central difference time integration approach
    • 3
    • O'Sullivan, C. and Bray, J. D. (2003): Selecting a suitable time-step for discrete element simulations that use the central difference time integration approach, Engineering Computations, 21(2/3/4), 278-303.
    • (2003) Engineering Computations , vol.21 , Issue.2-4 , pp. 278-303
    • O'Sullivan, C.1    Bray, J.D.2
  • 23
    • 8644223117 scopus 로고    scopus 로고
    • An examination of the response of regularly packed specimens of spherical particles using physical tests and discrete element simulations
    • ASCE
    • O'Sullivan, C, Bray, J. and Riemer, M. (2004): An examination of the response of regularly packed specimens of spherical particles using physical tests and discrete element simulations, Journal of En-gineering Mechanics, ASCE, 130(10), 1140-1150.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.10 , pp. 1140-1150
    • O'Sullivan, C.1    Bray, J.2    Riemer, M.3
  • 24
    • 0037140668 scopus 로고    scopus 로고
    • Plasticity model for sand under small and large cyclic strains: A multiaxial formulation
    • Papadimitriou, A. G., Bouckovalas, G. D. (2002): Plasticity model for sand under small and large cyclic strains: a multiaxial formulation, Soil Dynamics and Earthquake Engineering, 22, 191-204.
    • (2002) Soil Dynamics and Earthquake Engineering , vol.22 , pp. 191-204
    • Papadimitriou, A.G.1    Bouckovalas, G.D.2
  • 25
    • 0024623031 scopus 로고
    • Experimental stress-dilatancy relations of sand subjected to cyclic
    • Pradhan, T. B. S., Tatsuoka, F. and Sato, Y. (1989): Experimental stress-dilatancy relations of sand subjected to cyclic loading, Soils and Foundations, 29(1), 45-64.
    • (1989) Loading, Soils and Foundations , vol.29 , Issue.1 , pp. 45-64
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Sato, Y.3
  • 27
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static e-quilibrium of an assembly of particles in contact
    • Rowe, P. W. (1962): The stress-dilatancy relation for static e-quilibrium of an assembly of particles in contact, Proc. Royal Society of London, Series A, Mathematical and Physical Sciences, 269(1339), 500-527.
    • (1962) Proc. Royal Society of London, Series A, Mathematical and Physical Sciences , vol.269 , Issue.1339 , pp. 500-527
    • Rowe, P.W.1
  • 28
    • 1642422771 scopus 로고    scopus 로고
    • Discrete element modelling of cyclic behaviour of granular materials
    • Sitharam, T. K. (2003): Discrete element modelling of cyclic behaviour of granular materials, Geotechnical and Geological Engineering, 21, 297-329.
    • (2003) Geotechnical and Geological Engineering , vol.21 , pp. 297-329
    • Sitharam, T.K.1
  • 29
    • 0034002535 scopus 로고    scopus 로고
    • Numerical simulations of deviatoric shear deformation of granular media
    • Thornton, C. (2000): Numerical simulations of deviatoric shear deformation of granular media, Geotechnique, 50(1), 43-53.
    • (2000) Geotechnique , vol.50 , Issue.1 , pp. 43-53
    • Thornton, C.1
  • 30
    • 8644268131 scopus 로고    scopus 로고
    • Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: Cyclic axial preloading
    • DOI 10.1016/j.soildyn.2004.05.002, PII S0267726104000673
    • Wichtmann, T. and Triantafyllidis, Th. (2004): Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: cyclic axial preloading, Soil Dynamics and Earthquake En-cgineering, 24, 789-803. (Pubitemid 39500004)
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.11 , pp. 789-803
    • Wichtmann, T.1    Triantafyllidis, Th.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.