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Volumn 37, Issue 4, 2010, Pages 394-398

A framework of an anisotropic elastoplastic model for clays

Author keywords

Anisotropy; Clay; Critical state; Elastoplasticity; Yield surface

Indexed keywords

CRITICAL STATE; CRITICAL STATE LINES; ELASTO-PLASTIC MODELS; NATURAL CLAYS; PLASTIC POTENTIALS; POTENTIAL APPLICATIONS; STRESS SPACE; SURFACE CONFIGURATION; YIELD SURFACE;

EID: 77955422344     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mechrescom.2010.04.004     Document Type: Article
Times cited : (41)

References (17)
  • 1
    • 0022894215 scopus 로고
    • Bounding surface plasticity. III: Application to anisotropic cohesive soils
    • A. Anandarajah, and Y.F. Dafalias Bounding surface plasticity. III: Application to anisotropic cohesive soils J. Eng. Mech. 112 12 1986 1292 1318
    • (1986) J. Eng. Mech. , vol.112 , Issue.12 , pp. 1292-1318
    • Anandarajah, A.1    Dafalias, Y.F.2
  • 2
    • 0017906779 scopus 로고
    • Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays
    • P.K. Banerjee, and A.S. Stipho Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays Int. J. Numer. Anal. Methods Geomech. 2 1 1978 35 52
    • (1978) Int. J. Numer. Anal. Methods Geomech. , vol.2 , Issue.1 , pp. 35-52
    • Banerjee, P.K.1    Stipho, A.S.2
  • 3
    • 0022908379 scopus 로고
    • A plasticity model for the mechanical behavior of anisotropically consolidated clay
    • P.K. Banerjee, and N.B. Yousif A plasticity model for the mechanical behavior of anisotropically consolidated clay Int. J. Numer. Anal. Methods Geomech. 10 1986 521 541
    • (1986) Int. J. Numer. Anal. Methods Geomech. , vol.10 , pp. 521-541
    • Banerjee, P.K.1    Yousif, N.B.2
  • 5
    • 0000217694 scopus 로고
    • An anisotropic critical state soil plasticity model
    • Y.F. Dafalias An anisotropic critical state soil plasticity model Mech. Res. Commun. 13 1986 341 347
    • (1986) Mech. Res. Commun. , vol.13 , pp. 341-347
    • Dafalias, Y.F.1
  • 6
    • 0022888547 scopus 로고
    • Bounding surface plasticity. II: Application to isotropic cohesive soils
    • Y.F. Dafalias, and L.R. Herrmann Bounding surface plasticity. II: Application to isotropic cohesive soils J. Eng. Mech. 112 9 1986 1263 1291
    • (1986) J. Eng. Mech. , vol.112 , Issue.9 , pp. 1263-1291
    • Dafalias, Y.F.1    Herrmann, L.R.2
  • 10
    • 0026898622 scopus 로고
    • Yielding of Mexico City clay and other natural clays
    • J.A. Diaz-Rodriguez, S. Leroueil, and J.D. Aleman Yielding of Mexico City clay and other natural clays J. Geotech. Eng. 118 7 1992 981 995
    • (1992) J. Geotech. Eng. , vol.118 , Issue.7 , pp. 981-995
    • Diaz-Rodriguez, J.A.1    Leroueil, S.2    Aleman, J.D.3
  • 11
    • 0024471441 scopus 로고
    • Simplifications to the bounding surface model for cohesive soils
    • V.N. Kaliakin, and Y.F. Dafalias Simplifications to the bounding surface model for cohesive soils Int. J. Numer. Anal. Methods Geomech. 13 1 1989 91 100
    • (1989) Int. J. Numer. Anal. Methods Geomech. , vol.13 , Issue.1 , pp. 91-100
    • Kaliakin, V.N.1    Dafalias, Y.F.2
  • 12
    • 0025492043 scopus 로고
    • Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for isotropic cohesive soils
    • V.N. Kaliakin, and Y.F. Dafalias Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for isotropic cohesive soils Soils Found. 30 3 1990 11 24
    • (1990) Soils Found. , vol.30 , Issue.3 , pp. 11-24
    • Kaliakin, V.N.1    Dafalias, Y.F.2
  • 14
    • 0002724115 scopus 로고
    • On the generalized strain-strain behavior of wet clay
    • K.H. Roscoe, and J.B. Burland On the generalized strain-strain behavior of wet clay J. Heyman, F.A. Leckie, Engineering Plasticity 1968 Cambridge University Press Cambridge, UK 535 609
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 15
  • 16
    • 0019229042 scopus 로고
    • Cambridge geotechnical centrifuge operations
    • A.N. Schofield Cambridge geotechnical centrifuge operations Geotechnique 30 3 1980 227 268
    • (1980) Geotechnique , vol.30 , Issue.3 , pp. 227-268
    • Schofield, A.N.1
  • 17
    • 0028183942 scopus 로고
    • Formulation of MIT-E3 constitutive model for overconsolidated clays
    • A.J. Whittle, and M.J. Kavvadas Formulation of MIT-E3 constitutive model for overconsolidated clays J. Geotech. Eng. 120 1 1994 173 198
    • (1994) J. Geotech. Eng. , vol.120 , Issue.1 , pp. 173-198
    • Whittle, A.J.1    Kavvadas, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.