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Down-hill progressive landslides in soft clays: Triggering disturbance agents, Slide Propagation over horizontal or gently sloping ground, Sensitivity related to geometry
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering.
2008 (English)Report (Other academic)
Abstract [en]

A numerical model is presented and discussed for down-hill progressive landslides in soft clays. A simple-to-use spread sheet is given and used in order to illustrate the influence of the sensitivity of the clay and the geometry of the ground. The model is also used to discuss the agents and the mechanisms that formed the large landslide in Surte at the Göta River in 1950.

Place, publisher, year, edition, pages
Luleå: Luleå tekniska universitet, 2008. , 120 p.
Series
Research report / Luleå University of Technology, ISSN 1402-1528 ; 2008:11
Keyword [en]
Civil engineering and architecture - Geoengineering and mining engineering
Keyword [sv]
Samhällsbyggnadsteknik och arkitektur - Geoteknik och gruvteknik
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-22213Local ID: 1fa0cc20-962d-11de-8da0-000ea68e967bOAI: oai:DiVA.org:ltu-22213DiVA: diva2:995262
Note
Godkänd; 2008; 20090831 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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fulltext(3248 kB)43 downloads
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Bernander, Stig
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CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • 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
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf