Undrained creep susceptibility of clays

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 2, Issue , 2005, Pages 531-536

  Lacasse, Suzanne ^a   Berre, Toralv ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

CREEP TESTS; SATURATED CLAY; SIMPLE SHEAR; UNDRAINED;

GEOTECHNICAL ENGINEERING; SOIL MECHANICS;

CREEP;

EID: 34848888827     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (18)

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9. Lacasse. S. 1995. Time to failure and Anisotropic Consolidation Effects on Clays. Invited Lecture, International Conference «70 Years of Soil Mechanics», Istanbul, Turkey, Vol. 2, pp. 12-21).
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13. Tavenas, F., Mieussens, C. and Bourges, F. 1979. Lateral displacements in clay foundations under embankments, Canadian Geotechnical Journal, Vol. 16, No. 3, pp. 532-550.
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