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Contributions to the geotechnical conference on shear strength properties of natural soils and rocks, Oslo, 1967
Responsible organisation
1968 (English)Report (Other academic)
Abstract [en]

3 papers: (1) Brink, R: Effective angle of friction for a normally consolidated clay; (2) Karlsson, R, Pusch, R: Shear strength parameters and microstructure characteristics of a quick clay of extremely high water content; (3) Karlsson, R, Viberg, L: Ratio c/p' in relation to liquid limit and plasticity index, with special reference to swedish clays

Place, publisher, year, edition, pages
Stockholm, 1968. , p. 21
Series
SGI Reprints and Preliminary Reports, ISSN 0562-0953 ; 23
Keywords [en]
Clay, Shear strength, Soil structure, Sensitivity, Liquid limit, Plastic limit, Conference, Oslo, 1967, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-246Local ID: 000032964OAI: oai:DiVA.org:swedgeo-246DiVA, id: diva2:1300017
Available from: 2019-03-28 Created: 2019-03-28

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Geotechnical Engineering

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CiteExportLink to record
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Citation style
  • apa
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