2021
DOI: 10.1007/s10346-020-01601-5
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A reinterpretation of the Downie Slide (British Columbia, Canada) based on slope damage characterization and subsurface data interpretation

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Cited by 13 publications
(17 citation statements)
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“…When this happens, the instability may propagate to previously stable parts of the slope, and new detachments may occur either through the same kinematic failure mechanism (e.g., planar sliding), or through a different mechanism, which only became feasible after the removal of the key block. Significant examples include the Hope Slide in British Columbia, Canada (Donati et al, 2021c) and the Randa landslides in Switzerland (Eberhardt et al, 2004). At Randa, two subsequent landslides involved the rock slope in April and May 1991.…”
Section: Discussionmentioning
confidence: 99%
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“…When this happens, the instability may propagate to previously stable parts of the slope, and new detachments may occur either through the same kinematic failure mechanism (e.g., planar sliding), or through a different mechanism, which only became feasible after the removal of the key block. Significant examples include the Hope Slide in British Columbia, Canada (Donati et al, 2021c) and the Randa landslides in Switzerland (Eberhardt et al, 2004). At Randa, two subsequent landslides involved the rock slope in April and May 1991.…”
Section: Discussionmentioning
confidence: 99%
“…Conversely, debuttressing with reduced lateral slope support and changes in slope kinematics (e.g., daylighting of geological structures resulting in an increased potential for landslide mobilization) occurs during intervals of retreat. Some notable examples of large-scale slope instability related to the oversteepening and subsequent reduction of lateral constraint and changes in kinematics include the Mitchell Creek landslide (Clayton et al, 2017), the Moosfluh landslide (Kos et al, 2016), and the Downie Slide (Donati et al, 2021c). To a lesser extent, subsequent phases of glacier advance and retreat, causing a progressive accumulation of damage within the rock slope due to the cyclic application of load, can promote the development of slope instabilities (Grämiger et al, 2017).…”
Section: Introductionmentioning
confidence: 99%
“…The plunge and trend of displacement of a landslide that moves as a rigid or stiff block, or a combination of blocks, are related to the morphology of the sliding surface [8]. The spatial analysis of displacement plunge, ψ, across the landslide area therefore provides insight into the deformation style and failure mechanism of a landslide.…”
Section: Reconstruction Of the Sliding Surface And Estimation Of Landslide Thicknessmentioning
confidence: 99%
“…Characterization and management of unstable slopes are based on geological and historical data derived from fieldwork, geotechnical boreholes, remote sensing surveys, and monitoring (e.g., [4][5][6]). Among the most studied examples of landslides that use these integrated datasets are Downie Slide and Frank Slide in Canada [7][8][9][10], Aknes rockslide in Norway [11,12], Ruinon landslide in Italy [4,13], and the Randa rockslides in Switzerland [14,15]. These examples are readily accessible for such integrated studies, but many other unstable slopes are located in remote areas with limited accessibility and a lack of detailed historical and surface and subsurface geological data.…”
Section: Introductionmentioning
confidence: 99%
“…High-frequency sampling of the reflected signal allows a researcher to identify multiple returns for each emitted pulse and enables the removal of vegetation and other minor obstacles in order to create a so-called "bare earth" dataset. Surface features of interest (e.g., cracks, grabens, gullies, fractures) can thus be readily identified and interpreted across heavily vegetated slopes (e.g., [6]). Because such surveys are accurate and can be repeated, both TLS and ALS are now widely used to characterize and monitor unstable slopes (e.g., [7][8][9]).…”
Section: Introductionmentioning
confidence: 99%