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Volumn , Issue 61, 1996, Pages 137-150

Strain rate and structuring effects on the compressibility of a young clay

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPRESSIBILITY; CONSOLIDATION; PORE PRESSURE; STRAIN RATE; VISCOSITY;

EID: 0030408875     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (25)

References (22)
  • 2
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    • Bjerrum, L.1
  • 4
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    • An experimental study of the structural viscosity of soft clays by means of continuous consolidation tests
    • Brighton
    • Burghignoli, A. (1979). "An experimental study of the structural viscosity of soft clays by means of continuous consolidation tests." Proc. 7th ECSMF, Brighton, 2, 23-28.
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    • Burghignoli, A.1
  • 5
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    • Constant-rate-of-strain and controlled-gradient consolidation testing
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    • (1978) Geotechnical Testing J. , vol.1 , Issue.1 , pp. 3-15
    • Gorman, C.T.1    Hopkins, T.C.2    Deen, R.C.3    Drnevich, V.P.4
  • 6
    • 0020974953 scopus 로고
    • Time effects on the stress-strain behavior of natural soft clays
    • Graham, J., Crooks, J. H. A., and Bell, A. L. (1983). "Time effects on the stress-strain behavior of natural soft clays." Géotechnique, 33(3), 327-340.
    • (1983) Géotechnique , vol.33 , Issue.3 , pp. 327-340
    • Graham, J.1    Crooks, J.H.A.2    Bell, A.L.3
  • 7
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    • A constitutive equation of one-dimensional consolidation derived from inter-connected tests
    • Imai, G., and Tang, Y. X. (1992). "A constitutive equation of one-dimensional consolidation derived from inter-connected tests." Soils and Foundations, 32 (2), 83-96.
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 83-96
    • Imai, G.1    Tang, Y.X.2
  • 10
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    • Recent developments in consolidation of natural clays
    • Leroueil, S. (1988). "Recent developments in consolidation of natural clays." Can. Geotech. J., 25(1), 85-107.
    • (1988) Can. Geotech. J. , vol.25 , Issue.1 , pp. 85-107
    • Leroueil, S.1
  • 11
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    • Compressibility of clays: Fundamental and practical aspects
    • ASCE
    • Leroueil, S. (1996). "Compressibility of clays: Fundamental and practical aspects." J. Geotech. Eng., ASCE, 122(7), 534-543.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.7 , pp. 534-543
    • Leroueil, S.1
  • 12
    • 0022080725 scopus 로고
    • Stress-strain-strain rate relation for the compressibility of sensitive natural clays
    • Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. (1985). "Stress-strain-strain rate relation for the compressibility of sensitive natural clays." Géotechnique, 35(2), 159-180.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 159-180
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  • 13
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    • On the development of microstructure in collapsible soils. Lessons from the study of recent sediments and artificial cementation
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    • Locat, J. (1995). "On the development of microstructure in collapsible soils. Lessons from the study of recent sediments and artificial cementation". In Genesis and Properties of Collapsible Soils, Derbyshire et al., (eds). Kluwer Academic Publishers, 93-128.
    • (1995) Genesis and Properties of Collapsible Soils , pp. 93-128
    • Locat, J.1
  • 14
    • 0021638509 scopus 로고
    • Mineralogy, chemistry, and physical properties interrelationships of some sensitive clays from Eastern Canada
    • Locat, J., Lefebvre, G., and Ballivy, G. (1984). "Mineralogy, chemistry, and physical properties interrelationships of some sensitive clays from Eastern Canada." Can. Geot. J., 21, 530-540.
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    • Locat, J.1    Lefebvre, G.2    Ballivy, G.3
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    • Time-dependent strength gain in freshly deposited or densified sand
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    • Mitchell, J.K., and Solymar, Z.V. (1984). "Time-dependent strength gain in freshly deposited or densified sand." J. Geotech. Eng., ASCE, 110(11), 1559-1576.
    • (1984) J. Geotech. Eng. , vol.110 , Issue.11 , pp. 1559-1576
    • Mitchell, J.K.1    Solymar, Z.V.2
  • 18
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    • Perret, D., Locat, J., and Leroueil, S. (1995). "Strength development with burial in fine-grained sediments from the Saguenay Fjord, Québec". Can. Geotech. J., 32(2), 247-262.
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  • 20
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.