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Volumn 55, Issue , 2012, Pages 1-15

Contact behavior of idealized granules bonded in two different interparticle distances: An experimental investigation

Author keywords

Bonded granulates; Laboratory equipment; Microscopic constitutive relations; Natural sands

Indexed keywords

LABORATORIES; SPECIMEN PREPARATION; STRAIN HARDENING;

EID: 84864805199     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mechmat.2012.07.002     Document Type: Article
Times cited : (101)

References (37)
  • 1
    • 79955899092 scopus 로고    scopus 로고
    • Changes to particle characteristics associated with the compression of sands
    • Altuhafi, F.N., Coop, M.R., 2011. Changes to particle characteristics associated with the compression of sands. Géotechnique 61 (6), 459-471.
    • (2011) Géotechnique , vol.61 , Issue.6 , pp. 459-471
    • Altuhafi, F.N.1    Coop, M.R.2
  • 2
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Baudet, B., Stallebrass, S., 2004. A constitutive model for structured soils. Géotechnique 54 (4), 269-278.
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 3
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J.B., 1990. On the compressibility and shear strength of natural clays. Géotechnique 40 (3), 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 4
    • 77953501718 scopus 로고    scopus 로고
    • The influence of particle characteristics on the behaviour of coarse grained soils
    • Cavarretta, I., Coop, M., O'sullivan, C., 2010. The influence of particle characteristics on the behaviour of coarse grained soils. Géotechnique 60 (6), 413-423.
    • (2010) Géotechnique , vol.60 , Issue.6 , pp. 413-423
    • Cavarretta, I.1    Coop, M.2    O'Sullivan, C.3
  • 5
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • Coop, M.R., Atkinson, J.H., 1993. The mechanics of cemented carbonate sands. Géotechnique 43 (1), 53-67.
    • (1993) Géotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.R.1    Atkinson, J.H.2
  • 6
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure deformation of structured sands
    • Cuccovillo, T., Coop, M.R., 1997. Yielding and pre-failure deformation of structured sands. Géotechnique 47 (3), 491-508.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 7
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T., Coop, M.R., 1999. On the mechanics of structured sands. Géotechnique 49 (6), 741-760.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 8
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall, P.A., Strack, O.D.L., 1979. A discrete numerical model for granular assemblies. Géotechnique 29 (1), 47-65.
    • (1979) Géotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 10
    • 0031429740 scopus 로고    scopus 로고
    • Fractal analysis of the roughness and size distribution of granular materials
    • Hyslip, J.P., Vallejo, L.E., 1997. Fractal analysis of the roughness and size distribution of granular materials. Engineering Geology 48, 231-244.
    • (1997) Engineering Geology , vol.48 , pp. 231-244
    • Hyslip, J.P.1    Vallejo, L.E.2
  • 11
    • 35948929104 scopus 로고    scopus 로고
    • An interpretation of the internal length in Chang's couple-stress continuum for bonded granulates
    • Jiang, M.J., Zhu, H.H., 2007. An interpretation of the internal length in Chang's couple-stress continuum for bonded granulates. Granular Matters 9 (6), 431-437.
    • (2007) Granular Matters , vol.9 , Issue.6 , pp. 431-437
    • Jiang, M.J.1    Zhu, H.H.2
  • 14
    • 33751507510 scopus 로고    scopus 로고
    • Future continuum models for granular materials in penetration analyses
    • Jiang, M.J., Harris, D., Zhu, H.H., 2007b. Future continuum models for granular materials in penetration analyses. Granular Matter 9 (1-2), 97-108.
    • (2007) Granular Matter , vol.9 , Issue.1-2 , pp. 97-108
    • Jiang, M.J.1    Harris, D.2    Zhu, H.H.3
  • 16
    • 4644258210 scopus 로고    scopus 로고
    • Insight into shear strength functions of unsaturated granulates by DEM analyses
    • Jiang, M.J., Leroueil, S., Konrad, J.M., 2004. Insight into shear strength functions of unsaturated granulates by DEM analyses. Computers and Geotechnics 31 (6), 473-489.
    • (2004) Computers and Geotechnics , vol.31 , Issue.6 , pp. 473-489
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 17
    • 27644551360 scopus 로고    scopus 로고
    • Yielding of microstructured geomaterial by distinct element method analysis
    • Jiang, M.J., Leroueil, S., Konrad, J.M., 2005a. Yielding of microstructured geomaterial by distinct element method analysis. Journal of Geotechnical Engineering ASCE 131 (11), 1209-1213.
    • (2005) Journal of Geotechnical Engineering ASCE , vol.131 , Issue.11 , pp. 1209-1213
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 19
    • 67650716994 scopus 로고    scopus 로고
    • Macro-And micro- properties of two natural marine clays in China
    • Jiang, M.J., Peng, L.C., Zhu, H.H., Lin, Y.X., Huang, L.J., 2009b. Macro- and micro- properties of two natural marine clays in China. China Ocean Engineering 23 (2), 329-344.
    • (2009) China Ocean Engineering , vol.23 , Issue.2 , pp. 329-344
    • Jiang, M.J.1    Peng, L.C.2    Zhu, H.H.3    Lin, Y.X.4    Huang, L.J.5
  • 20
    • 78649631063 scopus 로고    scopus 로고
    • Modelling shear behaviour and strain localization in cemented sands by two-dimensional distinct element method analyses
    • Jiang, M.J., Yan, H.B., Zhu, H.H., Utili, S., 2011. Modelling shear behaviour and strain localization in cemented sands by two-dimensional distinct element method analyses. Computer and Geotechnics 38 (1), 14-29.
    • (2011) Computer and Geotechnics , vol.38 , Issue.1 , pp. 14-29
    • Jiang, M.J.1    Yan, H.B.2    Zhu, H.H.3    Utili, S.4
  • 22
    • 33846662688 scopus 로고    scopus 로고
    • A simple and efficient approach to capturing bonding effect in natural sands by discrete element method
    • Jiang, M.J., Yu, H.S., Leroueil, S., 2007a. A simple and efficient approach to capturing bonding effect in natural sands by discrete element method. International Journal of Numerical Methods in Engineering 69 (6), 1158-1193.
    • (2007) International Journal of Numerical Methods in Engineering , vol.69 , Issue.6 , pp. 1158-1193
    • Jiang, M.J.1    Yu, H.S.2    Leroueil, S.3
  • 23
    • 53549089903 scopus 로고    scopus 로고
    • Classical and nonclassical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses
    • Jiang, M.J., Zhu, H.H., Harris, D., 2008. Classical and nonclassical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses. Granular Matter 6 (10), 439-455.
    • (2008) Granular Matter , vol.6 , Issue.10 , pp. 439-455
    • Jiang, M.J.1    Zhu, H.H.2    Harris, D.3
  • 26
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia, R., Nova, R., 1995. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique 45 (4), 633-648.
    • (1995) Géotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 27
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil, S., Vaughan, P.R., 1990. The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40 (3), 467-488.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 28
    • 0033540683 scopus 로고    scopus 로고
    • Numerical simulations of granular shear zones using the distinct element method 2. Effects of particle size distribution and interparticle friction on mechanical behavior
    • Morgan, J.K., 1999. Numerical simulations of granular shear zones using the distinct element method 2. Effects of particle size distribution and interparticle friction on mechanical behavior. Journal of Geophysical Research 104 (2), 2721-2732.
    • (1999) Journal of Geophysical Research , vol.104 , Issue.2 , pp. 2721-2732
    • Morgan, J.K.1
  • 29
    • 0035521847 scopus 로고    scopus 로고
    • Radiographic and microscopic observation of shear bands in granular materials
    • Nemat-Nasser, S., Okada, N., 2001. Radiographic and microscopic observation of shear bands in granular materials. Géotechnique 51 (9), 753-765.
    • (2001) Géotechnique , vol.51 , Issue.9 , pp. 753-765
    • Nemat-Nasser, S.1    Okada, N.2
  • 30
    • 11044227470 scopus 로고    scopus 로고
    • Shear strength of assemblies of ellipsoidal particles
    • Ng, T.T., 2004. Shear strength of assemblies of ellipsoidal particles. Géotechnique 54 (10), 659-669.
    • (2004) Géotechnique , vol.54 , Issue.10 , pp. 659-669
    • Ng, T.T.1
  • 31
    • 0035311893 scopus 로고    scopus 로고
    • Stress-force-fabric' relationship for assemblies of ellipsoids
    • Ouadfel, H., Rothenburg, L., 2001. 'Stress-force-fabric' relationship for assemblies of ellipsoids. Mechanics of Materials 33, 201-221.
    • (2001) Mechanics of Materials , vol.33 , pp. 201-221
    • Ouadfel, H.1    Rothenburg, L.2
  • 32
    • 0038344412 scopus 로고    scopus 로고
    • Isotropic yielding in an artificially cemented soil cured under stress
    • Rotta, G.V., Consoli, N.C., Prietto, P.D.M., Coop, M.R., Graham, J., 2003. Isotropic yielding in an artificially cemented soil cured under stress. Géotechnique 53 (5), 493-502.
    • (2003) Géotechnique , vol.53 , Issue.5 , pp. 493-502
    • Rotta, G.V.1    Consoli, N.C.2    Prietto, P.D.M.3    Coop, M.R.4    Graham, J.5
  • 33
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M., Wood, D.M., 2000. A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique 50 (2), 152-164.
    • (2000) Géotechnique , vol.50 , Issue.2 , pp. 152-164
    • Rouainia, M.1    Wood, D.M.2
  • 34
    • 0034002535 scopus 로고    scopus 로고
    • Numerical simulation of deviatoric shear deformation of granular media
    • Thornton, C., 2000. Numerical simulation of deviatoric shear deformation of granular media. Géotechnique 50 (1), 43-53.
    • (2000) Géotechnique , vol.50 , Issue.1 , pp. 43-53
    • Thornton, C.1
  • 36
    • 41849133930 scopus 로고    scopus 로고
    • A particulate scale investigation of cemented sand behaviour
    • Wang, Y.H., Leung, S.C., 2008. A particulate scale investigation of cemented sand behaviour. Canadian Geotechnical Journal 45 (1), 29-44.
    • (2008) Canadian Geotechnical Journal , vol.45 , Issue.1 , pp. 29-44
    • Wang, Y.H.1    Leung, S.C.2
  • 37
    • 0242488954 scopus 로고    scopus 로고
    • Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
    • White, D.J., Take, W.A., Bolton, M.D., 2003. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique 53 (7), 619-631.
    • (2003) Géotechnique , vol.53 , Issue.7 , pp. 619-631
    • White, D.J.1    Take, W.A.2    Bolton, M.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.