2013
DOI: 10.1016/j.geomorph.2012.12.035
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Morphological and kinematic evolution of a large earthflow: The Montaguto landslide, southern Italy

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Cited by 106 publications
(86 citation statements)
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“…One potential scenario involves a decrease in the characteristic slip distance d c for the evolution of frictional contacts as a result of shear localization (35,37), which in turn decreases h * relative to L. Alternatively, we hypothesize that the spatial dimensions of the landslide, or slip patch, may evolve in time until L > h * . Landslides tend to grow until they span from hilltops to channel bottoms (16,37,38). Furthermore, landslides can display distinct kinematic elements that are defined empirically by differences in the timing of motion along the landslide body (39).…”
Section: Discussion and Concluding Remarksmentioning
confidence: 99%
“…One potential scenario involves a decrease in the characteristic slip distance d c for the evolution of frictional contacts as a result of shear localization (35,37), which in turn decreases h * relative to L. Alternatively, we hypothesize that the spatial dimensions of the landslide, or slip patch, may evolve in time until L > h * . Landslides tend to grow until they span from hilltops to channel bottoms (16,37,38). Furthermore, landslides can display distinct kinematic elements that are defined empirically by differences in the timing of motion along the landslide body (39).…”
Section: Discussion and Concluding Remarksmentioning
confidence: 99%
“…The identification and mapping of landslides can be organized into landslide event maps. Landslide event mapping is a wellknown activity obtained through field surveys (Yoon et al, 2012;Santangelo et al, 2010), visual interpretation of aerial or satellite images (Brardinoni et al, 2003;Ardizzone et al, 2013) and combined analysis of lidar DTM and images (Van Den Eeckhaut et al, 2007;Haneberg et al, 2008;Giordan et al, 2013;Razak et al, 2013;Niculiţa, 2016). The use of RPASs for the identification and mapping of a landslide has been described by several authors (Niethammer et al, , 2010(Niethammer et al, , 2011Rau et al, 2011;Carvajal et al, 2011;Travelletti et al, 2012;Torrero et al, 2015;Casagli et al, 2017).…”
Section: Landslide Recognitionmentioning
confidence: 99%
“…The comparison of digital surface models can be used for the definition of volumetric changes caused by the evolution of the studied landslide. The acquisition of these digital models can be done with terrestrial laser scanners (Baldo et al, 2009) or airborne lidar (Giordan et al, 2013). Westoby et al (2012) emphasized the advantages of RPASs concerning terrestrial laser scanners, which can suffer from line-of-sight issues, and airborne lidar, which are often cost-prohibitive for individual landslide studies.…”
Section: Landslide Monitoringmentioning
confidence: 99%
“…Accurate detection of individual landslides has different scopes, including landslide mapping (Di Maio and Vassallo, 2011;Manconi et al, 2014;Plank et al, 2016), landslide hazard analysis and risk assessment , to support the installation of landslide monitoring systems (Tarchi et al, 2003;Teza et al, 2007;Monserrat and Crosetto, 2008;Giordan et al, 2013), and for landslide geotechnical characterization and modelling (Gokceoglu et al, 2005;Rosi et al, 2013). Mapping of individual landslides can be executed using the same techniques and tools commonly used by geomorphologists to prepare landslide inventory maps.…”
Section: Introductionmentioning
confidence: 99%