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Volumn 30, Issue 3, 1999, Pages 183-199

Generalization of three-moduli incremental non-linear constitutive models for soils

Author keywords

[No Author keywords available]

Indexed keywords


EID: 7444220229     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (2)

References (21)
  • 4
    • 0025223549 scopus 로고
    • Incrementaly non-linear constitutive relationships
    • Darve, F. (ed.), Elsevier Applied Science, London
    • DARVE, F. (1990). Incrementaly non-linear constitutive relationships. In Darve, F. (ed.), Geomaterials Constitutive Equations and Modelling, Elsevier Applied Science, London, pp. 213-238.
    • (1990) Geomaterials Constitutive Equations and Modelling , pp. 213-238
    • Darve, F.1
  • 5
    • 3042895249 scopus 로고
    • A class of incrementally nonlinear constitutive relationships and applications to clays
    • DARVE, F., FLAVIGNY, E. and ROJAS, E. (1986). A class of incrementally nonlinear constitutive relationships and applications to clays. Computers and Geotechnics, Vol. 2, No.1, pp. 43-66.
    • (1986) Computers and Geotechnics , vol.2 , Issue.1 , pp. 43-66
    • Darve, F.1    Flavigny, E.2    Rojas, E.3
  • 6
    • 0016535445 scopus 로고
    • Nonlinear settlement analysis by finite element
    • ASCE
    • DOMASCHUK, L. and VILLIAPPAN, P. (1975). Nonlinear settlement analysis by finite element. Journal of Soil Mech. and Found. Div., ASCE, Vol. 101, No.GT7, pp.601-614.
    • (1975) Journal of Soil Mech. and Found. Div. , vol.101 , Issue.GT7 , pp. 601-614
    • Domaschuk, L.1    Villiappan, P.2
  • 8
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis or limit design
    • DRUCKER, D.C. and PRAGER, W. (1952). Soil mechanics and plastic analysis or limit design. Q. Appl. Math. Vol. 10, No. 2, pp.157-175.
    • (1952) Q. Appl. Math. , vol.10 , Issue.2 , pp. 157-175
    • Drucker, D.C.1    Prager, W.2
  • 11
    • 0000412014 scopus 로고
    • Nonlinear analysis of stress and strain in soils
    • DUNCAN, J.M. and CHANG, C.Y. (1970). Nonlinear analysis of stress and strain in soils. Journal of Soil Mech. and Found. Div., ASCE, Vol. 96, No. SM5, pp.1629-1654.
    • (1970) Journal of Soil Mech. and Found. Div., ASCE , vol.96 , Issue.SM5 , pp. 1629-1654
    • Duncan, J.M.1    Chang, C.Y.2
  • 12
    • 7444234338 scopus 로고    scopus 로고
    • Geo-Slope International Ltd., Calgary, Canada
    • GEO-SLOPE (1998). SIGMA/W, Version 4, Geo-Slope International Ltd., Calgary, Canada.
    • (1998) SIGMA/W, Version 4
  • 14
    • 0002724115 scopus 로고
    • On the generalized stress-strain behavior of 'wet clay'
    • Cambridge University Press
    • ROSCOE, K.H. and BURLAND, J.B. (1968). On the generalized stress-strain behavior of 'wet clay'. Engineering Plasticity, Cambridge University Press.
    • (1968) Engineering Plasticity
    • Roscoe, K.H.1    Burland, J.B.2
  • 20
    • 0025572871 scopus 로고
    • Constitutive modeling of a compacted sand-bentonite mixture using three-modulus hypoelasticity
    • YIN, J.-H., SAADAT, F. and GRAHAM, J. (1990). Constitutive modeling of a compacted sand-bentonite mixture using three-modulus hypoelasticity. Canadian Geotechnical Journal, Vol. 27, pp. 365-372.
    • (1990) Canadian Geotechnical Journal , vol.27 , pp. 365-372
    • Yin, J.-H.1    Saadat, F.2    Graham, J.3
  • 21
    • 7444233762 scopus 로고
    • Incremental non-linear models
    • Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, (in Chinese)
    • YIN, J.-H. and YUAN, J.-X. (1985). Incremental non-linear models. Journal of Rock and Soil Mechanics. Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Vol. 6, pp. 5-14 (in Chinese).
    • (1985) Journal of Rock and Soil Mechanics , vol.6 , pp. 5-14
    • Yin, J.-H.1    Yuan, J.-X.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.