Add to ORKGThe 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 soi
In order to determine the possible impacts of forest engineering on landslide occurrence in four eas...
The purpose of this study is to understand the environment for failure of the Perpetual Landslide. T...
Abstract Background We examined seven landslide dams and their changes over time in the Peace River ...
The poster presents the risks for a progressive landslide in a natural dam. The stability will be cr...
An easy-to-use spreadsheet version of a finite difference method for progressive landslide analysis ...
The differences are outlined in landslide analysis between the classic limit equilibrium method with...
The differences in landslide analysis between the classic limit equilibrium method (LEM) and a progr...
The paper presents the geotechnical background to one of the stability problems regarding the North ...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
In Part A, the geotechnical background is presented to a stability problem regarding the North Spur ...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
The poster presents a new Spreadsheet developed by Robin Dury (2017) to simplify the use of the Fini...
A finite difference method is presented for progressive slides in long natural slopes. The method is...
Progressive deformation of the large natural rock slope at British Columbia Hydro's Wahleach hydroe...
In order to determine the possible impacts of forest engineering on landslide occurrence in four eas...
The purpose of this study is to understand the environment for failure of the Perpetual Landslide. T...
Abstract Background We examined seven landslide dams and their changes over time in the Peace River ...
The poster presents the risks for a progressive landslide in a natural dam. The stability will be cr...
An easy-to-use spreadsheet version of a finite difference method for progressive landslide analysis ...
The differences are outlined in landslide analysis between the classic limit equilibrium method with...
The differences in landslide analysis between the classic limit equilibrium method (LEM) and a progr...
The paper presents the geotechnical background to one of the stability problems regarding the North ...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
In Part A, the geotechnical background is presented to a stability problem regarding the North Spur ...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope s...
The poster presents a new Spreadsheet developed by Robin Dury (2017) to simplify the use of the Fini...
A finite difference method is presented for progressive slides in long natural slopes. The method is...
Progressive deformation of the large natural rock slope at British Columbia Hydro's Wahleach hydroe...
In order to determine the possible impacts of forest engineering on landslide occurrence in four eas...
The purpose of this study is to understand the environment for failure of the Perpetual Landslide. T...
Abstract Background We examined seven landslide dams and their changes over time in the Peace River ...