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Släntstabilitetsberäkningar i lera. Skall man använda totalspänningsanalys, effektivspänningsanalys eller kombinerad analys?
Larsson, Rolf
Responsible organisation
Swedish Geotechnical Institute
1983 (Swedish)
Report (Other academic)
Alternative title
Slope stability analyses in clay. What approaches to use: total stress analysis, effective stress analysis or combined analysis? (English)
Place, publisher, year, edition, pages
Linköping: Statens geotekniska institut, 1983. , p. 85
Series
SGI Report, ISSN 0348-0755 ; 19
Keywords [en]
Clay, Slope, Stability, Model, Error, Stress, Effective stress, Pore pressure, Useful in practice, Swedish
National Category
Geotechnical Engineering
Identifiers
URN:
urn:nbn:se:swedgeo:diva-160
Local ID: 000021283
OAI: oai:DiVA.org:swedgeo-160
DiVA, id:
diva2:1299925
Available from:
2019-03-28
Created:
2019-03-28
Last updated:
2021-06-09
Open Access in DiVA
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1021 downloads
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FULLTEXT01.pdf
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Geotechnical Engineering
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http://swedgeo.diva-portal.org/smash/record.jsf?pid=diva2:1299925
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apa
ieee
modern-language-association-8th-edition
vancouver
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apa
ieee
modern-language-association-8th-edition
vancouver
Other style
More styles
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de-DE
en-GB
en-US
fi-FI
nn-NO
nn-NB
sv-SE
Other locale
de-DE
en-GB
en-US
fi-FI
nn-NO
nn-NB
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text
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html
text
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