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Identification and Mitigation of Subsidence in Karstic Areas with Sustainable Geotechnical Structures: A Case Study in Gallur (Spain)

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Identification and Mitigation of Subsidence in Karstic Areas with Sustainable Geotechnical Structures: A Case Study in Gallur (Spain)

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dc.contributor.author Gracia, Alberto es_ES
dc.contributor.author Torrijo, F.J. es_ES
dc.contributor.author Garzón-Roca, Julio es_ES
dc.contributor.author Pérez-Picallo, Miguel es_ES
dc.date.accessioned 2024-06-04T18:08:21Z
dc.date.available 2024-06-04T18:08:21Z
dc.date.issued 2024-05 es_ES
dc.identifier.uri http://hdl.handle.net/10251/204695
dc.description.abstract [EN] In various areas of the Ebro valley in Spain, including the region discussed here, the risk of sinkholes is becoming particularly severe, particularly impacting urban areas and roadways where land subsidence from karstic processes is common. However, knowledge of the area, its geological-geotechnical configuration, and the carrying out of specific research studies are allowing solutions to be tested in an attempt to resolve these situations. A case in point is the examination of settlement issues along a stretch of the access road leading to the city of Gallur from the east (known as Camino Real) in the Zaragoza province, Spain. Numerous surface manifestations of recent subsidence and/or collapse activities have been observed, manifesting as craters and ground undercuts, some several meters in diameter. The prevalence of highly karstifiable materials in the area, evident from the existence of subsidence pockets and collapse dolines, poses significant safety concerns, particularly for traffic and town access, prompting the closure of Camino Real for several years. Local and provincial authorities have embarked on studies to try to recognise this type of situation. Reports aimed at defining karstification processes, conducting geomechanical analyses of subsidence and cavity collapses, and proposing technical measures to mitigate risks have been prepared. Finally, a consolidation solution was proposed based on injections at column-depth of mortar with special characteristics, combined with the replacement and reinforcement of the most superficial soil by means of high-tensile-strength geotextile meshes. es_ES
dc.language Inglés es_ES
dc.publisher MDPI AG es_ES
dc.relation.ispartof Sustainability es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Hazard es_ES
dc.subject Sinkhole mitigation es_ES
dc.subject Gypsum karst es_ES
dc.subject Gallur es_ES
dc.subject Injections es_ES
dc.subject Geogrid es_ES
dc.subject Evaporitic rocks es_ES
dc.subject.classification INGENIERIA DEL TERRENO es_ES
dc.title Identification and Mitigation of Subsidence in Karstic Areas with Sustainable Geotechnical Structures: A Case Study in Gallur (Spain) es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/su16093643 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports es_ES
dc.description.bibliographicCitation Gracia, A.; Torrijo, F.; Garzón-Roca, J.; Pérez-Picallo, M. (2024). Identification and Mitigation of Subsidence in Karstic Areas with Sustainable Geotechnical Structures: A Case Study in Gallur (Spain). Sustainability. 16(9). https://doi.org/10.3390/su16093643 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/su16093643 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 16 es_ES
dc.description.issue 9 es_ES
dc.identifier.eissn 2071-1050 es_ES
dc.relation.pasarela S\516032 es_ES


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