Assessment of corrective measures for alleviating slope instabilities in carbonatic Flysch formations: Alicante (SE of Spain) case study

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10045/38666
Información del item - Informació de l'item - Item information
Título: Assessment of corrective measures for alleviating slope instabilities in carbonatic Flysch formations: Alicante (SE of Spain) case study
Autor/es: Cano, Miguel | Tomás, Roberto
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: Flysch | Heterogeneous rock mass | Differential degradation | Erosion | Corrective measures | Slope instability
Área/s de conocimiento: Ingeniería del Terreno
Fecha de publicación: dic-2013
Editor: Springer Berlin Heidelberg
Cita bibliográfica: Bulletin of Engineering Geology and the Environment. 2013, 72(3-4): 509-522. doi:10.1007/s10064-013-0514-3
Resumen: As is well known, in order to select remediation measures to correct or prevent slope instabilities, it is essential to identify and characterize the instability mechanisms. This task is especially complex for heterogeneous rock masses such as Flysch formations. This paper addresses the assessment of corrective measures used in carbonate Flysch formations by classifying and grouping field data reported in an available database in order to associate this data with various instability mechanisms and stratigraphic column types as well as with the corrective measures taken to stabilise them. For this purpose, 194 slopes have been geomechanically characterized, mainly by considering the observed instability mechanisms. The corrective measures that were applied have been evaluated for their suitability and performance, and, if applicable, the causes of their malfunction have been also studied. As a result, some guidelines based on the observed behaviour and the suitability of the correction measure as a function of instability type are proposed for similar slopes.
Patrocinador/es: This work was partially funded by the University of Alicante under the vigrob-157, uausti11–11, and gre09–40 projects and by the Generalitat Valenciana under Project gv/2011/044.
URI: http://hdl.handle.net/10045/38666
ISSN: 1435-9529 (Print) | 1435-9537 (Online)
DOI: 10.1007/s10064-013-0514-3
Idioma: eng
Tipo: info:eu-repo/semantics/article
Derechos: The final publication is available at Springer via http://dx.doi.org/10.1007/s10064-013-0514-3
Revisión científica: si
Versión del editor: http://dx.doi.org/10.1007/s10064-013-0514-3
Aparece en las colecciones:INV - INTERES - Artículos de Revistas

Archivos en este ítem:
Archivos en este ítem:
Archivo Descripción TamañoFormato 
Thumbnail2013_Cano_Tomas_BEGE_final.pdfVersión final (acceso restringido)1,11 MBAdobe PDFAbrir    Solicitar una copia


Todos los documentos en RUA están protegidos por derechos de autor. Algunos derechos reservados.