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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.
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
Research subject
Soil Mechanics
URN: urn:nbn:se:ltu:diva-22213Local ID: 1fa0cc20-962d-11de-8da0-000ea68e967bOAI: diva2:995262
Godkänd; 2008; 20090831 (ysko)Available from: 2016-09-29 Created: 2016-09-29Bibliographically approved

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Bernander, Stig
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Department of Civil, Environmental and Natural Resources Engineering

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ReferencesLink to record
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