2020
DOI: 10.1016/j.epsl.2020.116203
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Characteristic landslide distributions: An investigation of landscape controls on landslide size

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Cited by 48 publications
(26 citation statements)
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“…The proposed method deals with a hillslope architecture of regolith placed on top of “impenetrable” bedrock. While the proposed model may be applied with a cohesion value to represent bedrock strength, as done in other slope stability studies (e.g., Gallen et al., 2015; Jeandet et al., 2019; Medwedeff et al., 2020; Schmidt & Montgomery, 1995; Montgomery and), it is currently only used to reflect a translational, slab failure mechanism and does not necessarily capture (1) the full mechanical behavior of progressive fracture in rock, or more importantly (2) the inherently complex hydrological response of bedrock to precipitation. While the authors acknowledge that omission of these factors limits some of the findings described in this study to shallow landslides, this post‐seismic behavior proposed herein—that is, initiation and progression of a failure surface and associated internal stress changes—is still relevant to understanding both the hazard and the landscape response following an earthquake.…”
Section: Discussion On Damage Evolution After Shakingmentioning
confidence: 99%
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“…The proposed method deals with a hillslope architecture of regolith placed on top of “impenetrable” bedrock. While the proposed model may be applied with a cohesion value to represent bedrock strength, as done in other slope stability studies (e.g., Gallen et al., 2015; Jeandet et al., 2019; Medwedeff et al., 2020; Schmidt & Montgomery, 1995; Montgomery and), it is currently only used to reflect a translational, slab failure mechanism and does not necessarily capture (1) the full mechanical behavior of progressive fracture in rock, or more importantly (2) the inherently complex hydrological response of bedrock to precipitation. While the authors acknowledge that omission of these factors limits some of the findings described in this study to shallow landslides, this post‐seismic behavior proposed herein—that is, initiation and progression of a failure surface and associated internal stress changes—is still relevant to understanding both the hazard and the landscape response following an earthquake.…”
Section: Discussion On Damage Evolution After Shakingmentioning
confidence: 99%
“…Similarly, Medwedeff et al. (2020) describe the importance of cohesion and relief in the observed landslide size distributions from a variety of earthquakes, suggesting that the observed distributions of landslide sizes are heavily dependent on the distribution of hillslope geometries on a given landscape, while the size and subset of hillslopes that fail, primarily owe to the magnitude and type of disturbance. Bunn et al.…”
Section: Introductionmentioning
confidence: 87%
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“…This implies that larger landslides are expected to be closer to the fault zone where the influence of ground motion is more intense. In fact, Medwedeff et al (2020) indicated that the contribution of ground motion has a limited control on size of the landslides, compared to hillslope relief.…”
Section: Introductionmentioning
confidence: 99%
“…The point and area density 7,8 and the size (i.e. area and volume) of slope failures were found to be potentially proportional to specific seismic parameters, such as the peak ground acceleration and the earthquake magnitude [9][10][11][12] . Therefore, larger earthquakes are commonly associated to a larger erosional impact 2 .…”
mentioning
confidence: 99%