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Volumn 36, Issue 4, 1999, Pages 754-759

A consolidation model for a creeping clay

Author keywords

Creep; Modelling; One dimensional consolidation; Secondary compression

Indexed keywords

CLAY; COMPRESSION; CONSOLIDATION; CREEP; TIME DEPENDENT BEHAVIOR;

EID: 0033237206     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-034     Document Type: Article
Times cited : (46)

References (19)
  • 1
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  • 5
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    • The resistance of soil structure to consolidation
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  • 8
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    • Compressibility of clay: Fundamental and practical aspects
    • Leroueil, S. 1996. Compressibility of clay: fundamental and practical aspects. Journal of Geotechnical Engineering, ASCE, 122: 534-543.
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    • Leroueil, S.1
  • 9
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    • Laboratory and field determination of preconsolidation pressure
    • Leroueil, S., Samson, L., and Bozozuk, M. 1983. Laboratory and field determination of preconsolidation pressure. Canadian Geotechnical Journal, 20: 477-490.
    • (1983) Canadian Geotechnical Journal , vol.20 , pp. 477-490
    • Leroueil, S.1    Samson, L.2    Bozozuk, M.3
  • 10
    • 84937750672 scopus 로고
    • Time effects in the stress-strain behaviour of natural soft clays
    • Mesri, G., and Choi, Y.K. 1984. Time effects in the stress-strain behaviour of natural soft clays. [Discussion]. Géotechnique, 34: 439-442.
    • (1984) Géotechnique , vol.34 , pp. 439-442
    • Mesri, G.1    Choi, Y.K.2
  • 11
    • 0029749197 scopus 로고    scopus 로고
    • Viscous behaviour of soil under oedometric conditions
    • Niemunis, A., and Krieg, S. 1996. Viscous behaviour of soil under oedometric conditions. Canadian Geotechnical Journal, 33: 159-167.
    • (1996) Canadian Geotechnical Journal , vol.33 , pp. 159-167
    • Niemunis, A.1    Krieg, S.2
  • 14
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    • A soft soil model and experiences with two integration schemes
    • Edited by S. Pietruszczak and G.N. Pande. A.A. Balkema, Rotterdam, The Netherlands
    • Stolle, D.F.E., Bonnier, P.G., and Vermeer, P.A. 1997. A soft soil model and experiences with two integration schemes. In Numerical models in geomechanics. Edited by S. Pietruszczak and G.N. Pande. A.A. Balkema, Rotterdam, The Netherlands, pp. 123-128.
    • (1997) Numerical Models in Geomechanics , pp. 123-128
    • Stolle, D.F.E.1    Bonnier, P.G.2    Vermeer, P.A.3
  • 15
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    • A theory of clay consolidation accounting for secondary compression
    • Taylor, D.W., and Merchant, W. 1940. A theory of clay consolidation accounting for secondary compression. Journal of Mathematics and Physics, 19: 167-185.
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    • Taylor, D.W.1    Merchant, W.2
  • 19
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    • Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour of clays
    • Yin, J.-H., and Graham, J. 1989. Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour of clays. Canadian Geotechnical Journal, 26: 199-209.
    • (1989) Canadian Geotechnical Journal , vol.26 , pp. 199-209
    • Yin, J.-H.1    Graham, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.