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dc.contributor.authorChacón Montero, José 
dc.contributor.authorAlameda-Hernández, P.
dc.contributor.authorChacón, E.
dc.contributor.authorDelgado, J.
dc.contributor.authorEl Hamdouni Jenoui, Rachid 
dc.contributor.authorFernández Oliveras, María Paz 
dc.contributor.authorFernández, T.
dc.contributor.authorGómez-López, J.M.
dc.contributor.authorIrigaray Fernández, Clemente 
dc.contributor.authorJiménez Perálvarez, Jorge David 
dc.contributor.authorLlopis, L.
dc.contributor.authorMoya, J.
dc.contributor.authorOlóriz Sáez, Federico 
dc.contributor.authorPalenzuela Baena, José Antonio 
dc.date.accessioned2024-01-02T09:31:32Z
dc.date.available2024-01-02T09:31:32Z
dc.date.issued2019
dc.identifier.citationChacón, 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/s10064-018-1246-1es_ES
dc.identifier.urihttps://hdl.handle.net/10481/86461
dc.description.abstractThe 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.es_ES
dc.description.sponsorshipFundación de la Universidad de Granada para Servicios Externos (FEUGR) y representantes de las comunidades residenciales del complejo urbano durante el periodo 2005-2010es_ES
dc.description.sponsorshipGrupo RNM 121 del Plan Andaluz de Investigaciónes_ES
dc.language.isoenges_ES
dc.publisherSpringer-Verlages_ES
dc.subjectMediterranean coastal landslidees_ES
dc.subjectBetic cordillera landslidees_ES
dc.subjectLandslide dendrochronologyes_ES
dc.subjectDINsAR landslide assessmentes_ES
dc.titleThe Calaiza landslide on the coast of Granada (Andalusia, Spain)es_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doihttps://doi.org/10.1007/s10064-018-1246-1
dc.type.hasVersionAMes_ES


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