Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon, California

Sepúlveda, Sergio A.; Murphy, William M.; Jibson, Randall W.; Petley, David

doi:10.1016/j.enggeo.2005.07.004

Cited by 211 publications

(61 citation statements)

References 20 publications

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“…Boore, 1972;Geli et al, 1988;Benites and Haines, 1994;Sepúlveda et al, 2005;Bouckovalas and Papadimitriou, 2006;Buech, 2008;Meunier et al, 2008;Dhakal, 2009;Di Fiore, 2010). Results indicate that edifice shape, material stiffness, and the direction and frequency composition of the seismic input strongly influence the local topographic amplification or deamplification of seismic ground motions.…”

Section: Topographic Site-effectsmentioning

confidence: 99%

Paraglacial rock-slope stability

2012

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Section: Topographic Site-effectsmentioning

confidence: 99%

Paraglacial rock-slope stability

2012

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“…However this generic law is affected by different factors: (1) a significant over-abundance of landslides in the hanging walls of ruptured thrust faults relative to the footwalls rate are reported (e.g., [4,5]), showing the effect of the dynamics of the fault rupture on the landslide distribution; (2) the greater erosion rate due to precipitations observed after the earthquake [8,10] shows that earthquakes are found to interact non-linearly with precipitations; (3) the site effect, or amplification of the seismic waves due to shear-wave velocity contrast between the landslide material and the stable material [11,12] or topographical particularities like ridges [9]. This topographic control on co-seismic landslides has also been pointed out through different parameters: convexity [7], slopes, proximity from ridges and crests [6,9].…”

Section: Introductionmentioning

confidence: 99%

“…Numerous factors, related both to the earthquake and to the settings in which the seismic waves propagate, drive the number, size and type of landslides. From the study of landslide inventories, it emerges that the triggering of landslides by earthquake is controlled by two main class of parameters: (i) the earthquake source properties (magnitude, duration, fault rupture dynamics) (e.g., [1,[3][4][5]); (ii) the site properties (geology, topography, geometry, water content) (e.g., [6][7][8][9]). The source magnitude controls the area affected by landslides [1] relating the ground motion decay with distance to the epicenter or to the fault plane (e.g., [3]).…”

Section: Introductionmentioning

confidence: 99%

Supervised Method of Landslide Inventory Using Panchromatic SPOT5 Images and Application to the Earthquake-Triggered Landslides of Pisco (Peru, 2007, Mw8.0)

et al. 2013

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Earthquake is one of the dominant triggering factors of landslides. Given the wide areas covered by mega earthquake-triggered landslides, their inventory requires development of automatic or semi-automatic methods applied to satellite imagery. A detection method is here proposed for this purpose, to fit with simple datasets; SPOT5 panchromatic images of 5 m resolution coupled with a freely and globally available DEM. The method takes advantage of multi-temporal images to detect changes based on radiometric variations after precise coregistration/orthorectification. Removal of false alarms is then undertaken using shape, orientation and radiometric properties of connected pixels defining objects. 80% of the landslides and 93% of the landslide area are detected indicating small omission errors but 50% of false alarms remain. They are removed using expert based analysis of the inventory. The method is applied to realize the first comprehensive inventory of landslides triggered by the Pisco earthquake (Peru, 15/08/2007, Mw 8.0) over an area of 27,000 km 2 . 866 landslides larger than 100 m 2 are detected covering a total area of 1.29 km 2 . The area/number distribution follows a power-law with an exponent of 1.63, showing a very particular regime of triggering in this arid environment compared to other areas in the world. This specific triggering can be explained by the little soil cover in the coastal and forearc regions of Peru.Analysis of this database finally shows a major control of the topography (both orientation and inclination) on the repartition of the Pisco-triggered landslides.Remote Sens. 2013, 5 2591

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“…Several studies have been conducted worldwide during the last few decades that report on ground failures triggered by earthquakes (Bommer and Rodriguez, 2002;Sepulveda et al, 2005;Porfido et al, 2007;Tosatti et al, 2008;Gorum et al, 2011;Tang et al, 2011;Alfaro et al, 2012; among many others) and that forecast, using predictive models, the distribution scenarios of earthquake-induced ground effects (Sassa et al, 1996;Jibson et al, 2000;Prestininzi and Romeo, 2000;Romeo, 2000;Jibson, 2007;Hsieh and Lee, 2011;among others). These studies provide inventory maps of the effects that have occurred or susceptibility maps of expected ground failures.…”

Section: Introductionmentioning

confidence: 99%

Earthquake-induced ground failures in Italy from a reviewed database

Martino

Prestininzi

Romeo

2014

Nat. Hazards Earth Syst. Sci.

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Abstract.A database (Italian acronym CEDIT) of earthquake-induced ground failures in Italy is presented, and the related content is analysed. The catalogue collects data regarding landslides, liquefaction, ground cracks, surface faulting and ground changes triggered by earthquakes of Mercalli epicentral intensity 8 or greater that occurred in the last millennium in Italy. As of January 2013, the CEDIT database has been available online for public use (http://www.ceri.uniroma1.it/cn/gis.jsp) and is presently hosted by the website of the Research Centre for Geological Risks (CERI) of the Sapienza University of Rome.Summary statistics of the database content indicate that 14 % of the Italian municipalities have experienced at least one earthquake-induced ground failure and that landslides are the most common ground effects (approximately 45 %), followed by ground cracks (32 %) and liquefaction (18 %). The relationships between ground effects and earthquake parameters such as seismic source energy (earthquake magnitude and epicentral intensity), local conditions (site intensity) and source-to-site distances are also analysed. The analysis indicates that liquefaction, surface faulting and ground changes are much more dependent on the earthquake source energy (i.e. magnitude) than landslides and ground cracks. In contrast, the latter effects are triggered at lower site intensities and greater epicentral distances than the other environmental effects.

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Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon, California

Cited by 211 publications

References 20 publications

Paraglacial rock-slope stability

Paraglacial rock-slope stability

Supervised Method of Landslide Inventory Using Panchromatic SPOT5 Images and Application to the Earthquake-Triggered Landslides of Pisco (Peru, 2007, Mw8.0)

Earthquake-induced ground failures in Italy from a reviewed database

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