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Volumn 53, Issue 4, 2003, Pages 433-437

A simple non-associated three surface kinematic hardening model

Author keywords

Clays; Constitutive relations; Numerical modelling and analysis; Plasticity

Indexed keywords

CLAY; CONSTITUTIVE EQUATION; HARDENING; PLASTICITY; SOIL MECHANICS;

EID: 0038381676     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2003.53.4.433     Document Type: Article
Times cited : (32)

References (16)
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  • 9
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    • A simple non-associated flow model for sand
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    • McDowell, G.R.1
  • 11
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    • On the generalised stress-strain behaviour of 'wet' clay
    • (eds J. Heyman and F. A. Leckie), Cambridge: Cambridge University Press
    • Roscoe, K. H. & Burland, J. B. (1968). On the generalised stress-strain behaviour of 'wet' clay. In Engineering plasticity (eds J. Heyman & F. A. Leckie), pp. 535-609. Cambridge: Cambridge University Press.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 12
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    • Schmidt, B.1
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    • Aspects of finite element implementation of critical state models
    • Sheng, D., Sloan, S. W. & Yu, H. S. (2000) Aspects of finite element implementation of critical state models. Comput. Mech. 26, 185-196.
    • (2000) Comput. Mech. , vol.26 , pp. 185-196
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  • 16
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    • The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay
    • Stallebrass, S. E. & Taylor, R. N. (1997). The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay. Géotechnique 47, No. 2,
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    • Stallebrass, S.E.1    Taylor, R.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.