2021
DOI: 10.1016/j.geomorph.2021.107622
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Rock slope failure in the Western Alps: A first comprehensive inventory and spatial analysis

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Cited by 30 publications
(11 citation statements)
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“…Although landslide coverage within the LGM limits of PIS (1.9%) is similar to other mountain ranges that have undergone deglaciation over a similar time interval, such as the Southern Alps in New Zealand (2%) 13 , the Pyrenees (1.8%) 50 , the Carpathians (1.1%) 16 , and slightly less than the European Alps (5.6%) 17 , this relatively high value is due to a small number of landslide hotspots located outside of the Patagonian Andes along the eastern edge of the PIS. Most of the mountains in the PIS area have a small fraction of landslides (< < 1%), resembling tectonically less mobile Paleozoic orogenic belts (e.g., British Mountains with 0.8% landslide coverage 18 ).…”
Section: Discussionmentioning
confidence: 63%
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“…Although landslide coverage within the LGM limits of PIS (1.9%) is similar to other mountain ranges that have undergone deglaciation over a similar time interval, such as the Southern Alps in New Zealand (2%) 13 , the Pyrenees (1.8%) 50 , the Carpathians (1.1%) 16 , and slightly less than the European Alps (5.6%) 17 , this relatively high value is due to a small number of landslide hotspots located outside of the Patagonian Andes along the eastern edge of the PIS. Most of the mountains in the PIS area have a small fraction of landslides (< < 1%), resembling tectonically less mobile Paleozoic orogenic belts (e.g., British Mountains with 0.8% landslide coverage 18 ).…”
Section: Discussionmentioning
confidence: 63%
“…Our study provides the first extensive ice-sheet scale inventory of large landslides; previous research has presented only parts of deglaciated mountain ranges 16 or focused just on particular landslide types 17 . As landslide morphology cannot survive repeated glaciations, our landslide population within the PIS developed over the last ~ 35 ka 22 .…”
Section: Discussionmentioning
confidence: 99%
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“…This map showed numerous local instabilities affecting valley flanks, as for example in Aosta Valley, almost systematically compatible with downward along-slope displacements. These motions compared well with the geographical extent of the numerous field-based mapped Deep-seated Gravitational Slope Deformations (DSGSD) (Agliardi et al, 2001;Blondeau et al, 2021;Drouillas et al, 2020;Hippolyte et al, 2006), and with InSAR measurements of DSGSD in the southern part of our study area (Aslan et al, 2020). Here, we used the DSGSD inventory made by Andre (2020) extracted as follows: (a) high-pass filtered interferograms were inverted into time series to obtain a high-pass filtered velocity map; (b) a threshold was applied on velocity; (c) additional constraints were applied on size, slope amplitude and orientation with respect to radar viewing angle, and radar visibility.…”
Section: Ground Velocity Estimates From Time-series Inversionmentioning
confidence: 85%
“…Durante el proceso de excavación superficial del talud, se presenta una serie de problemas de inestabilidad del terreno (Gao et al, 2021), debido al comportamiento de esfuerzos provocados por la alteración de la energía estática varía las propiedades físico-mecánicas de sólido rocoso originario (Bastola, Cai, & Damjanac, 2019), los deslizamientos que ocurren en macizos rocosos son fenómenos sujetos a muchos grados de inseguridad debido a los diferentes tipos de rotura de falla (Y. Zheng, Chen, Liu, Song, & Meng, 2019) que puede llegar a mostrar según la litología de la zona (Blondeau, Gunnell, & Jarman, 2021), la inestabilidad de un talud generalmente son debido a las características geomecánicas del macizo rocoso sobre todo al contenido de agua, la orientación y distribución de sus discontinuidades (Fernandez-Gutierrez, Rodriguez, Gonzalo-Orden, & Perez-Acebo, 2021), existe diferentes métodos para el análisis de estabilidad por ejemplo utilizando campos de tensión de elementos finitos elásticos (S. Liu, Su, Li, & Shao, 2020), también mediante el análisis probabilístico permite hacer la evaluación aleatoria de los parámetros geomecánicos (Fernández, Villalobos, & King, 2018).…”
Section: Introductionunclassified