Contributions to the geotechnical conference on shear strength properties of natural soils and rocks, Oslo, 1967

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Contributions to the geotechnical conference on shear strength properties of natural soils and rocks, Oslo, 1967

Responsible organisation

Swedish Geotechnical Institute

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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