Progressive Landslide Analysis in Canadian Glacial Silty Clay in Churchill River
The poster presents the risks for a progressive landslide in a natural dam. The stability will be critical when the water level is raised after the building of a hydro power plant, Bernander (2016), Dury (2017). The analysis is based on a finite difference method developed by Stig Bernander (2011),...
Main Authors: | , , , , |
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Format: | Conference Object |
Language: | English |
Published: |
LuleƄ tekniska universitet, Byggkonstruktion och -produktion
2017
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Subjects: | |
Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63860 |
Summary: | The poster presents the risks for a progressive landslide in a natural dam. The stability will be critical when the water level is raised after the building of a hydro power plant, Bernander (2016), Dury (2017). The analysis is based on a finite difference method developed by Stig Bernander (2011), Bernander et al.(2016) The following issues will be discussed: - Material properties - Risk for liquefaction - Three possible failure surfaces: one horizontal, one inclined and one curved - Failure riska for different material propeties - The need to check the real properties of the soil |
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