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Two-dimensional analysis of the failure mechanisms of an embankment supported by rows of dry deep mixing columns.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.
2017 (English)Independent thesis Advanced level (degree of Master (Two Years)), 20 credits / 30 HE creditsStudent thesis
Place, publisher, year, edition, pages
2017.
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:kth:diva-208177OAI: oai:DiVA.org:kth-208177DiVA, id: diva2:1104703
Available from: 2017-06-08 Created: 2017-06-01 Last updated: 2017-06-08Bibliographically approved

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fulltext(8065 kB)289 downloads
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File name FULLTEXT01.pdfFile size 8065 kBChecksum SHA-512
3627eca24a13a6971551d62969c66187d6be5ca04941dd6faea5ccc01bce88c88f12bbaa36604678d81386e2b4cacc3e38f343d0e4d96724a788ac320d534de9
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CiteExportLink to record
Permanent link

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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
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  • Other locale
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Output format
  • html
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