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Volumn , Issue , 2002, Pages 3-10

On the incremental behaviour of granular soils

Author keywords

[No Author keywords available]

Indexed keywords

CHARACTERIZATION; GEOMECHANICS; GRANULAR MATERIALS;

EID: 84986186035     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (14)

References (14)
  • 1
    • 18844414654 scopus 로고
    • Application of micromechanics to incrementally nonlinear constitutive equations for granular media
    • J. Biarez & R. Gourvès eds
    • Bardet J.P. & Proubet J. 1989. Application of micromechanics to incrementally nonlinear constitutive equations for granular media. Proc. Powders and Grains 1989. J. Biarez & R. Gourvès eds., 265–273.
    • (1989) Proc. Powders and Grains 1989 , pp. 265-273
    • Bardet, J.P.1    Proubet, J.2
  • 2
    • 0038045508 scopus 로고
    • Numerical tests with discrete element method
    • D. Kolymbas ed., Elsevier
    • Bardet J.P. 1993. Numerical tests with discrete element method. Proc. Modern approaches to plasticity. D. Kolymbas ed., Elsevier, 179–197.
    • (1993) Proc. Modern Approaches to Plasticity , pp. 179-197
    • Bardet, J.P.1
  • 3
    • 0028731098 scopus 로고
    • Numerical simulations of the incremental responses of idealized granular materials
    • Bardet J.P. 1994. Numerical simulations of the incremental responses of idealized granular materials. Int. J. of Plasticity, 10(8), 879–908.
    • (1994) Int. J. of Plasticity , vol.10 , Issue.8 , pp. 879-908
    • Bardet, J.P.1
  • 5
    • 84986181866 scopus 로고    scopus 로고
    • Limitations and perspectives of the micromechanical modelling of granular materials
    • (in press)
    • Calvetti F. 2002. Limitations and perspectives of the micromechanical modelling of granular materials. Mathematical and Computer Modelling (in press).
    • (2002) Mathematical and Computer Modelling
    • Calvetti, F.1
  • 10
    • 0017722509 scopus 로고
    • Elasto-plastic stress–strain relationship theory for cohesionless soil with curved yield surfaces
    • Lade, P.V. 1977. Elasto-plastic stress–strain relationship theory for cohesionless soil with curved yield surfaces. Int. Journal Solids Structures, 13, 1019–1035.
    • (1977) Int. Journal Solids Structures , vol.13 , pp. 1019-1035
    • Lade, P.V.1
  • 11
    • 0032005588 scopus 로고    scopus 로고
    • Theoretical analysis of strain response envelopes using incrementally non-linear constitutive equations
    • Royis P. & Doanh T. 1998. Theoretical analysis of strain response envelopes using incrementally non-linear constitutive equations, Int. Journ. Num. Anal. Methods in Geomechanics, 22, 97–132.
    • (1998) Int. Journ. Num. Anal. Methods in Geomechanics , vol.22 , pp. 97-132
    • Royis, P.1    Doanh, T.2
  • 12
    • 0033725863 scopus 로고    scopus 로고
    • Evaluation of different strategies for the integration of hypoplastic constitutive equations: Application to the CLoE model. Mech
    • Tamagnini C., Viggiani G., Chambon R. & Desrues J. 2000a. Evaluation of different strategies for the integration of hypoplastic constitutive equations: Application to the CLoE model. Mech. Cohesive-frictional Mat., 5(4), 263–289.
    • (2000) Cohesive-Frictional Mat. , vol.5 , Issue.4 , pp. 263-289
    • Tamagnini, C.1    Viggiani, G.2    Chambon, R.3    Desrues, J.4
  • 14
    • 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(1), 43–53.
    • (2000) Géotechnique , vol.50 , Issue.1 , pp. 43-53
    • Thornton, C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.