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Centrically loaded infinite strip on a single-layer elastic foundation-solution in closed form according to the Boussinesq theory
Responsible organisation
1977 (English)Report (Other academic)
Place, publisher, year, edition, pages
Stockholm, 1977. , p. 50
Series
SGI Reprints and Preliminary Reports, ISSN 0562-0953 ; 43
Keywords [en]
Soil, Continuous footing, Contact pressure, Subgrade reation modulus, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-281Local ID: 000002810OAI: oai:DiVA.org:swedgeo-281DiVA, id: diva2:1300052
Available from: 2019-03-28 Created: 2019-03-28

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File name FULLTEXT01.pdfFile size 1160 kBChecksum SHA-512
64740b54096a5d62da07c7aec472b7724f9ab79b8665b89c860405c278d3a0021946c20bb714d25c6e57e03a7ad3c611ae685f49732bba582bc3d1a205a77137
Type fulltextMimetype application/pdf

Geotechnical Engineering

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • harvard1
  • 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
More languages
Output format
  • html
  • text
  • asciidoc
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