Probabilistic Approach to Provide Scenarios of Earthquake-Induced Slope Failures (PARSIFAL) Applied to the Alcoy Basin (South Spain)
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Título: | Probabilistic Approach to Provide Scenarios of Earthquake-Induced Slope Failures (PARSIFAL) Applied to the Alcoy Basin (South Spain) |
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Autor/es: | Martino, Salvatore | Battaglia, Simona | Delgado, Jose | Esposito, Carlo | Martini, Guido | Missori, Cristina |
Grupo/s de investigación o GITE: | Geología Aplicada e Hidrogeología |
Centro, Departamento o Servicio: | Universidad de Alicante. Departamento de Ciencias de la Tierra y del Medio Ambiente |
Palabras clave: | Earthquake-induced landslide | Landslide hazard | Analysis of scenario | Spain |
Área/s de conocimiento: | Geodinámica Externa |
Fecha de publicación: | 6-feb-2018 |
Editor: | MDPI |
Cita bibliográfica: | Martino S, Battaglia S, Delgado J, Esposito C, Martini G, Missori C. Probabilistic Approach to Provide Scenarios of Earthquake-Induced Slope Failures (PARSIFAL) Applied to the Alcoy Basin (South Spain). Geosciences. 2018; 8(2):57. doi:10.3390/geosciences8020057 |
Resumen: | The PARSIFAL (Probabilistic Approach to pRovide Scenarios of earthquake-Induced slope FAiLures) approach was applied in the basin of Alcoy (Alicante, South Spain), to provide a comprehensive scenario of earthquake-induced landslides. The basin of Alcoy is well known for several historical landslides, mainly represented by earth-slides, that involve urban settlement as well as infrastructures (i.e., roads, bridges). The PARSIFAL overcomes several limits existing in other approaches, allowing the concomitant analyses of: (i) first-time landslides (due to both rock-slope failures and shallow earth-slides) and reactivations of existing landslides; (ii) slope stability analyses of different failure mechanisms; (iii) comprehensive mapping of earthquake-induced landslide scenarios in terms of exceedance probability of critical threshold values of co-seismic displacements. Geotechnical data were used to constrain the slope stability analysis, while specific field surveys were carried out to measure jointing and strength conditions of rock masses and to inventory already existing landslides. GIS-based susceptibility analyses were performed to assess the proneness to shallow earth-slides as well as to verify kinematic compatibility to planar or wedge rock-slides and to topples. The experienced application of PARSIFAL to the Alcoy basin: (i) confirms the suitability of the approach at a municipality scale, (ii) outputs the main role of saturation in conditioning slope instabilities in this case study, (iii) demonstrates the reliability of the obtained results respect to the historical data. |
Patrocinador/es: | This work was partially funded by Spanish MINECO and European funds under project EPILATES (CGL2015.65602-R) and by the University of Alicante, research group VIGROB-184. |
URI: | http://hdl.handle.net/10045/73609 |
ISSN: | 2076-3263 |
DOI: | 10.3390/geosciences8020057 |
Idioma: | eng |
Tipo: | info:eu-repo/semantics/article |
Derechos: | © 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). |
Revisión científica: | si |
Versión del editor: | http://dx.doi.org/10.3390/geosciences8020057 |
Aparece en las colecciones: | INV - GAH - Artículos de Revistas |
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