메뉴 건너뛰기




Volumn 55, Issue 4, 2005, Pages 297-306

Numerical modelling of plane strain tests on sands using a particulate approach

Author keywords

Numerical modelling and analysis; Sands

Indexed keywords

FRICTION; MATHEMATICAL MODELS; SAND; SENSITIVITY ANALYSIS; SHEAR STRENGTH; SOILS;

EID: 18844411826     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2005.55.4.297     Document Type: Article
Times cited : (88)

References (33)
  • 1
    • 84931151038 scopus 로고
    • Plane strain deformation of granular material at low and high pressures
    • Barden, L., Ismail, H. & Tong, P. (1969). Plane strain deformation of granular material at low and high pressures. Géotechnique 19, No. 4, 441-452.
    • (1969) Géotechnique , vol.19 , Issue.4 , pp. 441-452
    • Barden, L.1    Ismail, H.2    Tong, P.3
  • 2
    • 0026359415 scopus 로고
    • A numerical investigation of the structure of persistent shear bands in granular media
    • Bardet, J. P. & Proubet, J. (1991). A numerical investigation of the structure of persistent shear bands in granular media. Géotechnique 41, No. 4, 599-613.
    • (1991) Géotechnique , vol.41 , Issue.4 , pp. 599-613
    • Bardet, J.P.1    Proubet, J.2
  • 3
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 4
    • 0242657361 scopus 로고    scopus 로고
    • Distinct element simulation of crushable soil
    • Cheng, Y. P., Nakata, Y & Bolton, M. D. (2003). Distinct element simulation of crushable soil. Géotechnique 53, No. 7, 633-641.
    • (2003) Géotechnique , vol.53 , Issue.7 , pp. 633-641
    • Cheng, Y.P.1    Nakata, Y.2    Bolton, M.D.3
  • 5
    • 85025063399 scopus 로고
    • Some experiments on the influence of strain conditions on the strength of sand
    • Cornforth, D. H. (1964). Some experiments on the influence of strain conditions on the strength of sand. Géotechnique 14, No. 2, 143-167.
    • (1964) Géotechnique , vol.14 , Issue.2 , pp. 143-167
    • Cornforth, D.H.1
  • 6
    • 0002604579 scopus 로고
    • Prediction of drained strength of sands from relative density measurements
    • ASTM Special Technical Publication Philadelphia: ASTM
    • Cornforth, D. H. (1973). Prediction of drained strength of sands from relative density measurements. ASTM Special Technical Publication 523, pp. 281-303. Philadelphia: ASTM.
    • (1973) , vol.523 , pp. 281-303
    • Cornforth, D.H.1
  • 7
    • 0024858933 scopus 로고
    • Numerical experiments on localisation in frictional materials
    • Cundall, P. A. (1989). Numerical experiments on localisation in frictional materials. Ingenieur-Archiv 59, No. 2, 148-159.
    • (1989) Ingenieur-Archiv. , vol.59 , Issue.2 , pp. 148-159
    • Cundall, P.A.1
  • 9
    • 0021439234 scopus 로고
    • Behaviour of dry sand tested in a large triaxial apparatus
    • Hettler, A. & Vardoulakis, I. (1984). Behaviour of dry sand tested in a large triaxial apparatus. Géotechnique 34, No. 2, 183-198.
    • (1984) Géotechnique , vol.34 , Issue.2 , pp. 183-198
    • Hettler, A.1    Vardoulakis, I.2
  • 10
    • 40449106421 scopus 로고
    • Itasca Consulting Group Inc. Minnesota: Itasca Consulting Group
    • Itasca Consulting Group Inc. (1995). PFC-3D User's manual, Version 1-1. Minnesota: Itasca Consulting Group.
    • (1995) PFC-3D User's Manual, Version 1-1
  • 11
    • 0031849987 scopus 로고    scopus 로고
    • Rotational resistance at contacts in simulation of shear band development by DEM
    • Iwashita, K. & Oda, M. (1998). Rotational resistance at contacts in simulation of shear band development by DEM. J. Engng Mech. Div., ASCE 124, No. 3, 285-292.
    • (1998) J. Engng Mech. Div., ASCE , vol.124 , Issue.3 , pp. 285-292
    • Iwashita, K.1    Oda, M.2
  • 12
    • 0029250839 scopus 로고
    • A flexible boundary of three-dimensional DEM particle assemblies
    • Kuhn, M. R. (1995). A flexible boundary of three-dimensional DEM particle assemblies. Engng Comput. 12, 175-183.
    • (1995) Engng. Comput. , vol.12 , pp. 175-183
    • Kuhn, M.R.1
  • 13
    • 0000830492 scopus 로고
    • Drained strength characteristics of sands
    • Lee, K. L. & Seed, H. B. (1967). Drained strength characteristics of sands. J. Soil Mech. Found. Div., ASCE 93, No. SM6, 117-141.
    • (1967) J. Soil Mech. Found. Div., ASCE , vol.93 , Issue.SM6 , pp. 117-141
    • Lee, K.L.1    Seed, H.B.2
  • 14
    • 0031171862 scopus 로고    scopus 로고
    • A three-dimensional discrete element model using arrays of ellipsoids
    • Lin, X. & Ng, T.-T. (1997). A three-dimensional discrete element model using arrays of ellipsoids. Géotechnique 47, No. 2, 319-329.
    • (1997) Géotechnique , vol.47 , Issue.2 , pp. 319-329
    • Lin, X.1    Ng, T.-T.2
  • 15
    • 0032179775 scopus 로고    scopus 로고
    • On the micromechanics of crushable aggregates
    • McDowell, G. R. & Bolton, M. D. (1998). On the micromechanics of crushable aggregates. Géotechnique 48, No. 5, 667-679.
    • (1998) Géotechnique , vol.48 , Issue.5 , pp. 667-679
    • McDowell, G.R.1    Bolton, M.D.2
  • 16
    • 0036521762 scopus 로고    scopus 로고
    • Discrete element modelling of soil particle fracture
    • McDowell, G. R. & Harireche, O. (2002). Discrete element modelling of soil particle fracture. Géotechnique 52, No. 2, 131-135
    • (2002) Géotechnique , vol.52 , Issue.2 , pp. 131-135
    • McDowell, G.R.1    Harireche, O.2
  • 18
  • 19
    • 33748546077 scopus 로고    scopus 로고
    • Effect of particle properties on soil behaviour: 3-D numerical modelling of shearhox tests
    • ASCE Geotechnical Special Publication No. 96, Reston, VA: ASCE
    • Ni, Q., Powrie, W., Zhang, X. & Harkness, R. (2000). Effect of particle properties on soil behaviour: 3-D numerical modelling of shearhox tests. ASCE Geotechnical Special Publication No. 96, pp. 58-70. Reston, VA: ASCE.
    • (2000) , pp. 58-70
    • Ni, Q.1    Powrie, W.2    Zhang, X.3    Harkness, R.4
  • 20
    • 0032144593 scopus 로고    scopus 로고
    • Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils
    • Oda, M. & Kazama, H. (1998). Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Géotechnique 48, No. 4, 465-481.
    • (1998) Géotechnique , vol.48 , Issue.4 , pp. 465-481
    • Oda, M.1    Kazama, H.2
  • 21
    • 0016363935 scopus 로고
    • Measurements of the angle of interparticle friction
    • Procter, D. C. & Barton, R. R. (1974). Measurements of the angle of interparticle friction. Géotechnique 24, No. 4, 581-604.
    • (1974) Géotechnique , vol.24 , Issue.4 , pp. 581-604
    • Procter, D.C.1    Barton, R.R.2
  • 22
    • 85024152173 scopus 로고
    • The influence of strains in soil mechanics
    • Roscoe, K. H. (1970). The influence of strains in soil mechanics. Géotechnique 20, No. 2, 129-170.
    • (1970) Géotechnique , vol.20 , Issue.2 , pp. 129-170
    • Roscoe, K.H.1
  • 23
    • 0026614707 scopus 로고
    • Micromechanical features of granular assemblies with planar elliptical particles
    • Rothenburg, L. & Bathurst, R. J. (1992). Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42, No. 1, 79-95.
    • (1992) Géotechnique , vol.42 , Issue.1 , pp. 79-95
    • Rothenburg, L.1    Bathurst, R.J.2
  • 24
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Ser. A
    • Rowe, P. W. (1962). The stress -dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. R. Soc. Lond. Ser. A 269, 500-527.
    • (1962) Proc. R. Soc. Lond. , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 25
    • 0002853546 scopus 로고
    • Importance of free ends in triaxial testing
    • Rowe, P. W. & Barden, L. (1964). Importance of free ends in triaxial testing. J. Soil Mech. Found. Div. ASCE 90, No. SM1, 1-27.
    • (1964) J. Soil Mech. Found. Div. ASCE , vol.90 , Issue.SM1 , pp. 1-27
    • Rowe, P.W.1    Barden, L.2
  • 26
    • 0034306579 scopus 로고    scopus 로고
    • Simulating the membrane contact patterns of triaxial sand specimens
    • Saussus, D. R. & Frost, D. (2000). Simulating the membrane contact patterns of triaxial sand specimens. Int. J. Numer Anal. Methods Geomech. 24, 931-946.
    • (2000) Int. J. Numer Anal. Methods Geomech. , vol.24 , pp. 931-946
    • Saussus, D.R.1    Frost, D.2
  • 28
    • 0003480661 scopus 로고
    • Critical state soil mechanics
    • London: McGraw-Hill
    • Schofield, A. N. & Wroth, C. P. (1968). Critical state soil mechanics. London: McGraw-Hill.
    • (1968)
    • Schofield, A.N.1    Wroth, C.P.2
  • 29
    • 0026998017 scopus 로고
    • Effects of dilatancy and particle size observed in model tests on sand
    • Stone, K. J. L. & Wood, D. M. (1992). Effects of dilatancy and particle size observed in model tests on sand. Soils Found. 32, No. 4, 43-57.
    • (1992) Soils Found. , vol.32 , Issue.4 , pp. 43-57
    • Stone, K.J.L.1    Wood, D.M.2
  • 30
    • 0033104056 scopus 로고    scopus 로고
    • Capturing nonspherical shape of granular media with disk clusters
    • Thomas, P. A. & Bray, J. D. (1999). Capturing nonspherical shape of granular media with disk clusters. J. Geotech. Geoenviron. Engng, ASCE 125, No. 3, 169-178.
    • (1999) J. Geotech. Geoenviron. Engng, ASCE , vol.125 , Issue.3 , pp. 169-178
    • Thomas, P.A.1    Bray, J.D.2
  • 31
    • 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. Géotechnique 50, No. 1, 43-53.
    • (2000) Géotechnique , vol.50 , Issue.1 , pp. 43-53
    • Thornton, C.1
  • 32
    • 0000232013 scopus 로고
    • Axisymmetric compression of 3D polydisperse systems of spheres
    • (ed. C. Thornton), Rotterdam: Balkema
    • Thornton, C. & Sun, G. (1993). Axisymmetric compression of 3D polydisperse systems of spheres. Powders & Grains 93 (ed. C. Thornton), pp. 129-143. Rotterdam: Balkema.
    • (1993) Powders & Grains , vol.93 , pp. 129-143
    • Thornton, C.1    Sun, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.