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Basic behaviour of Scandinavian soft clays
Responsible organisation
1977 (English)Report (Other academic)
Abstract [en]

(1) Stress-strain characteristics of soft clays in oedometer tests; (2) In situ stresses; (3) Shear strength in direct shear tests; (4) Friction dilatancy and yield in direct shear tests; (5) Dilatancy effects in triaxial tests; (6) Time effects on shear strength of soft clays; (7) Generalized model for drained shear strength of soft clay in direct shear; (8) Generalized model for undrained shear strength of soft clay in direct shear; (9) Critical stresses; (10) Critical stresses in soft clay; (11) Anisotropy of undrained shear strength; (12) Reduction of vane strength for anisotropy; (13) Creep in field cases; (14) Reduction of undrained shear strength for time effects; Appendices: (1) Oedometer curves from tests with unloading; (2) Stress paths in creep tests; (3) Micrographs of Lilla Mellösa clay and Välen clay

Place, publisher, year, edition, pages
Linköping, 1977. , p. 129
Series
SGI Report, ISSN 0348-0755 ; 4
Keywords [en]
Clay, Stress, Deformation, Plasticity, Shear strength, Drained test, Undrained test, Direct shear test, Triaxial test, Creep, Time factor, Anisotropy, Laboratory test, Research oriented, Bibliography, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-189Local ID: 000003808OAI: oai:DiVA.org:swedgeo-189DiVA, id: diva2:1299954
Available from: 2019-03-28 Created: 2019-03-28

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Geotechnical Engineering

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CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf