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Volumn 10, Issue 5, 1986, Pages 521-541

A plasticity model for the mechanical behaviour of anisotropically consolidated clay

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Indexed keywords


EID: 0022908379     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.1610100505     Document Type: Article
Times cited : (85)

References (55)
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  • 2
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  • 12
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  • 16
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    • ‘Interpretation of soil behaviour in terms of isotropic and anisotropic hardening theories of plasticity’, M. Sc. thesis, Univ. College, Cardiff
    • (1980)
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  • 19
    • 0005254829 scopus 로고
    • ‘Constitutive equations of granular media with anisotropic hardening’, Proc. Third Int. Conf. Numerical Methods in Geomechanics, Aachen, April
    • (1979) , pp. 435-439
    • Hashiguchi, K.1
  • 20
    • 84986737660 scopus 로고
    • ‘A constitutive model for clay based on non‐associated anisotropic elastoplasticity’, Int. Conf. Constitutive Laws for Engineering Materials (Eds. C. S. Desai and R. H. Gallagher)
    • (1983) , pp. 263
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  • 22
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    • ‘Constitutive modelling of geotechnical materials: a general procedure’, in Developments in Soil Mechanics and Foundation Engineering, vol. 2 (Eds. P. K. Banerjee and R. Butterfield)
    • (1985) , pp. 43-67
    • Desai, C.S.1    Sumasundaram, S.2    Faruque, M.O.3
  • 26
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    • ‘An investigation of certain aspects of stress‐strain relationships of clay soils’, Ph. D. thesis, Cornell Univ.
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    • ‘Stress‐strain properties of lightly overconsolidated clays’, Ph. D. thesis, Cambridge Univ.
    • (1973)
    • Nadarajah, V.1
  • 28
  • 29
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    • ‘Finite element analysis of some time dependent construction problems in geotechnical engineering’, Ph. D. dissert., State Univ. of New York at Buffalo
    • (1984)
    • Yousif, N.B.1
  • 40
    • 84986800457 scopus 로고
    • Correspondence on the behaviour of saturated clays during sampling and testing by Skempton and Sowa
    • (1964) Géotechnique , vol.14 , Issue.4 , pp. 353-358
    • Ladd, C.C.1    Bailey, W.A.2
  • 45
    • 84986737615 scopus 로고
    • ‘The coefficients of earth pressure at rest’, J. Hung. Arch. Engrs. Soc., Budapest
    • (1944) , pp. 355-358
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  • 51
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    • ‘Some factors influencing the stress‐strain behaviour of clays’, Ph. D. thesis, Univ. of Cambridge
    • (1969)
    • Balasubramaniam, A.S.1
  • 52
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    • ‘Soil moduli and damping factors for dynamic response analysis’, Earthquake Engng. Research Centre EERC, Report No. EERC 70‐10, Univ. of California, Berkeley
    • (1970)
    • Seed, H.B.1    Idriss, I.M.2
  • 54
    • 84986774972 scopus 로고
    • ‘Repeated loading on clay—summary and interpretation of test results’, Norwegian Geotechnical Inst., Report 74037‐9, Oslo
    • (1975)
    • Andersen, K.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.