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The Calaiza landslide on the coast of Granada (Andalusia, Spain)

[PDF] Chacon et al_BEGE_borrador.pdf (1.463Mb)
Identificadores
URI: https://hdl.handle.net/10481/86461
DOI: https://doi.org/10.1007/s10064-018-1246-1
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Autor
Chacón Montero, José; Alameda-Hernández, P.; Chacón, E.; Delgado, J.; El Hamdouni Jenoui, Rachid; Fernández Oliveras, María Paz; Fernández, T.; Gómez-López, J.M.; Irigaray Fernández, Clemente; Jiménez Perálvarez, Jorge David; Llopis, L.; Moya, J.; Olóriz Sáez, Federico; Palenzuela Baena, José Antonio
Editorial
Springer-Verlag
Materia
Mediterranean coastal landslide
 
Betic cordillera landslide
 
Landslide dendrochronology
 
DINsAR landslide assessment
 
Fecha
2019
Referencia bibliográfica
Chacón, J., Alameda-Hernández, P., Chacón, E. et al. The Calaiza landslide on the coast of Granada (Andalusia, Spain). Bull Eng Geol Environ 78, 2107–2124 (2019). https://doi.org/10.1007/s10064-018-1246-1
Patrocinador
Fundación de la Universidad de Granada para Servicios Externos (FEUGR) y representantes de las comunidades residenciales del complejo urbano durante el periodo 2005-2010; Grupo RNM 121 del Plan Andaluz de Investigación
Resumen
The Costa Tropical in Granada Province, in Southern Spain, was intensively developed during the 1980s and 90s. A complex of several residential communities was built on the eastern slope of the coastal Cerro Gordo hill (Almuñécar), on the pre-existing Calaiza landslide. This was not identified in the preliminary technical studies, thus giving rise to a set of incidents associated with this unforeseen unstable slope. To ensure sea views from all the houses, excavations and fillings were carried out, creating a stepped slope, on which the new foundations of structures and roads were located and subsequently damaged by an increasing number of cracks and deformations, leading to 42 houses becoming ruins in the period 2003–2016. Since 1990, annual and monthly rainfall has been variable in the area, and some rainfall peaks were eventually associated with damage proliferation, although more frequently damage was recorded during dry or low rainfall seasons, when water infiltrated from breaks in pipelines. This damage results from a combination of sliding and bad construction practices at increasing rates from dry to humid periods or during heavy rains. An overall perspective of the geotechnical and geomorphological features of the study area, the landslide reactivation, and its correlation with the damage evolution, as well as its legal consequences, is presented here.
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