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Large diameter bored piles in non-cohesive soils. Determination of the bearing capacity and settlement from results of static penetration tests (CPT) and standard penetration test (SPT)
Responsible organisation
1984 (English)Report (Other academic)
Place, publisher, year, edition, pages
Linköping, 1984. , p. 144
Series
SGI Report, ISSN 0348-0755 ; 26
Keywords [en]
Bored pile, Non-cohesive soil, Bearing capacity, Settlement, Cone penetrometer test, Dynamic penetration test, SPT, Analysis, Bibliography, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-201Local ID: 000030238OAI: oai:DiVA.org:swedgeo-201DiVA, id: diva2:1299966
Available from: 2019-03-28 Created: 2019-03-28 Last updated: 2019-11-03

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File name FULLTEXT01.pdfFile size 7502 kBChecksum SHA-512
98794e1447eae93d6353b9972e32cdb241bc2cb2ed31a4600ca7536faaa3915e0e4c440844a58754d8b52fe50f543fcea09cd65dd254c790f3122645244e6d7a
Type fulltextMimetype application/pdf

Geotechnical Engineering

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CiteExportLink to record
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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
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More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
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Output format
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