Preliminary analysis of the mechanisms, characteristics, and causes of a recent catastrophic structurally controlled rock planar slide in Esposende (northern Portugal)

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Título: Preliminary analysis of the mechanisms, characteristics, and causes of a recent catastrophic structurally controlled rock planar slide in Esposende (northern Portugal)
Autor/es: Tomás, Roberto | Pinheiro, Marisa | Pinto, Pedro | Pereira, Eduardo | Miranda, Tiago
Grupo/s de investigación o GITE: Ingeniería del Terreno y sus Estructuras (InTerEs)
Centro, Departamento o Servicio: Universidad de Alicante. Departamento de Ingeniería Civil
Palabras clave: Mechanism | Characterization | Rockslide | Rock planar slide | Structural control | Esposende | Portugal
Fecha de publicación: 31-may-2023
Editor: Springer Nature
Cita bibliográfica: Landslides. 2023, 20: 1657-1665. https://doi.org/10.1007/s10346-023-02082-y
Resumen: A catastrophic rock planar slide occurred in the parish of Palmeira de Faro, Esposende (N Portugal), on November 23, 2022, in the middle of the night, killing two people while they were asleep in the first floor of a building close to the affected cut slope. The collapsed slope presented a maximum height of about 23 m, and was excavated in a granitic rock mass strongly weathered, in some areas by mechanical means and, locally, with the support of blasting. The displaced material, with an estimated volume of 2000 m3, described an oblique trajectory with respect to the dip direction of the slope with a maximum length of about 44.6 m. The direction of the trajectory could be explained by the strong structural control of the instability trough three discontinuity sets which delimit the slid rock mass causing multiple damage on the above-mentioned building. Although further detailed studies are necessary to elucidate the causes of the landslide, the unfavorable geological conditions, the anomalous accumulated rainfall during the previous two months (more than double than in the historic records), and some excavations apparently performed on the cut slope could be related to this instability. Therefore, this recent landslide highlights the important influence of the rock mass structure on the development of rock planar slides.
Patrocinador/es: Open Access funding provided thanks to the CRUE-CSIC agreement with Springer Nature. Roberto Tomás was supported by the Conselleria de Innovación, Universidades, Ciencia y Sociedad Digital in the framework of the project CIAICO/2021/335 and the ESA-MOST China DRAGON-5 project with ref. 59339. Tiago Miranda, Eduardo Pereira, Marisa Pnheiro, and Pedro Pinto were supported by COMPETE2020 and FEDER funds in the scope of the Geocrit project (POCI-01–0247-FEDER-047173).
URI: http://hdl.handle.net/10045/134818
ISSN: 1612-510X (Print) | 1612-5118 (Online)
DOI: 10.1007/s10346-023-02082-y
Idioma: eng
Tipo: info:eu-repo/semantics/article
Derechos: © The Author(s) 2023. Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.
Revisión científica: si
Versión del editor: https://doi.org/10.1007/s10346-023-02082-y
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