2019
DOI: 10.3301/rol.2019.42
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Landslide inventory and rockfall risk assessment of a strategic urban area (Palermo, Sicily)

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Cited by 11 publications
(14 citation statements)
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“…Fed by rock and debris falls/ toppling/tumbles and composed of scree and landslide accumulations, large talus slopes are located at the foot of the main steep mountain slopes in carbonate rocks. Many of these talus slopes were urbanized in recent decades, representing today areas with high landslide risk (Cafiso & Cappadonia, 2019;cf. Brandolini et al, 2007;Galve et al, 2016).…”
Section: Gravitational Landformsmentioning
confidence: 99%
“…Fed by rock and debris falls/ toppling/tumbles and composed of scree and landslide accumulations, large talus slopes are located at the foot of the main steep mountain slopes in carbonate rocks. Many of these talus slopes were urbanized in recent decades, representing today areas with high landslide risk (Cafiso & Cappadonia, 2019;cf. Brandolini et al, 2007;Galve et al, 2016).…”
Section: Gravitational Landformsmentioning
confidence: 99%
“…The rock cliffs in the study area contains complex bedding planes geometries, several sets of discontinuities and are characterized by intense karst processes; it is possible, therefore, to observe for each sector of the mount, various typologies of rockfall that can be classified, according to Hoek & Bray, 1981, as plane failure, wedge failure, toppling and rock-fall. When the rock slopes are characterized by a high fracture densities forming numerous unstable rock blocks, the most common models of failures are the rock-fall ( Figure 4); in particular, the rockfall failure happens where there is a recess of the rocks caused by karstic phenomena or precedent collapses (Cafiso et al, 2020;Cafiso & Cappadonia, 2019). When, instead, rock masses are affected by sub-horizontal bedding planes and sub-vertical discontinuities isolating unstable rock blocks, phenomena like rockfall and toppling occur.…”
Section: Study Areamentioning
confidence: 99%
“…The sliding phenomena (planar sliding or wedge failure) occur along discontinuities where the strike of the sliding plane is close to the strike of the topographical slope and the dip of the sliding plane is less than the dip of the slope ( Figure 6). To mitigate the rockfall risk, over the years, several works were carried out, including active interventions and passive defence works (Cafiso & Cappadonia, 2019). In order to determine geo-mechanical characteristics of the rock masses, detailed geological and geostructural surveys along horizontal and vertical scanlines have been carried out.…”
Section: Study Areamentioning
confidence: 99%
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