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Theoretical study of the failure conditions in saturated soils
Responsible organisation
1962 (English)Report (Other academic)
Abstract [en]

The strength of soils is treated from different aspects. The imperfections of the theories and the limitations of experiences are discussed, mainly in connection with plastic clays. Attention is drawn to some fundamental properties which influence the resistance capacity to shearing. Moreover, a failure theory is introduced in which energy considerations are utilized. The differences between the stability failure on one hand and the yield failure on the other are discussed. Finally, some applications on specific cases of stability are demonstrated.

Place, publisher, year, edition, pages
Stockholm, 1962. , p. 37
Series
SGI Proceedings, ISSN 0081-5705 ; 20
Keywords [en]
Soil, Shear strength, Failure, Theory, Slope, Stability, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-363Local ID: 000017471OAI: oai:DiVA.org:swedgeo-363DiVA, id: diva2:1300149
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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  • apa
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