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Methods for reducing undrained shear strength of soft clay
Helenelund, KV
Responsible organisation
Swedish Geotechnical Institute
1977 (English)
Report (Other academic)
Place, publisher, year, edition, pages
Linköping: Statens geotekniska institut, 1977. , p. 59
Series
SGI Report, ISSN 0348-0755 ; 3
Keywords [en]
Clay, Consolidation, Overconsolidation, Shear strength, Vane shear test, Cone penetrometer test, Undrained test, Atterberg limits, Safety factor, Failure, Progressive failure, Time factor, Anisotropy, Statistical analysis, Bibliography, English
National Category
Geotechnical Engineering and Engineering Geology
Identifiers
URN:
urn:nbn:se:swedgeo:diva-190
Local ID: 000004125
OAI: oai:DiVA.org:swedgeo-190
DiVA, id:
diva2:1299955
Available from:
2019-03-28
Created:
2019-03-28
Last updated:
2025-09-04
Open Access in DiVA
fulltext
(3495 kB)
1036 downloads
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FULLTEXT01.pdf
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3495 kB
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df299a16ec7e7353271712cc5da346a29679eaae09df7b273c612324bd0a6eb7e7d363375cff052132ac745399eaf4ee56756e2f76cd6db12eda1b9208c4d865
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Geotechnical Engineering and Engineering Geology
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Total: 1036 downloads
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https://urn.kb.se/resolve?urn=urn:nbn:se:swedgeo:diva-190
Direct link
https://sgi.diva-portal.org/smash/record.jsf?pid=diva2:1299955
Cite
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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
Language
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
sv-SE
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text
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html
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