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Drained behaviour of Swedish clays
Responsible organisation
1981 (English)Report (Other academic)
Abstract [en]

(1) Oedometer test; (2) Limitations of the oedometer test; (3) Influence of deformation characteristics on shear strength. Stress dilatany equations; (4) Critical state theory; (5) Limitations of the critical state theory; (6) Yielding and flow in natural clay; (7) Drained tests on Bäckebol clay; (8) Residual friction in clays; (9) Drained shear strength in soft clays; (10) Comments on the tests and the test results

Place, publisher, year, edition, pages
Linköping, 1981. , p. 157
Series
SGI Report, ISSN 0348-0755 ; 12
Keywords [en]
Clay, Deformation, Shear strength, Consolidation test, Compressibility, Drained test, Laboratory test, Test procedure, Sweden, Bibliography, Research oriented, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-191Local ID: 000015027OAI: oai:DiVA.org:swedgeo-191DiVA, id: diva2:1299956
Available from: 2019-03-28 Created: 2019-03-28

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Type fulltextMimetype application/pdf

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