Subsidence damage assessment of a Gothic church using differential interferometry and field data

Please use this identifier to cite or link to this item: http://hdl.handle.net/10045/55037
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dc.contributorIngeniería del Terreno y sus Estructuras (InTerEs)es_ES
dc.contributorGrupo de Ensayo, Simulación y Modelización de Estructuras (GRESMES)es_ES
dc.contributor.authorTomás, Roberto-
dc.contributor.authorGarcia-Barba, Javier-
dc.contributor.authorCano, Miguel-
dc.contributor.authorSanabria, Margarita-
dc.contributor.authorIvorra, Salvador-
dc.contributor.authorDuro, Javier-
dc.contributor.authorHerrera García, Gerardo-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.date.accessioned2016-05-17T10:36:59Z-
dc.date.available2016-05-17T10:36:59Z-
dc.date.issued2012-
dc.identifier.citationStructural Health Monitoring. 2012, 11(6): 751-762. doi:10.1177/1475921712451953es_ES
dc.identifier.issn1475-9217 (Print)-
dc.identifier.issn1741-3168 (Online)-
dc.identifier.urihttp://hdl.handle.net/10045/55037-
dc.description.abstractThe Santas Justa and Rufina Gothic church (fourteenth century) has suffered several physical, mechanical, chemical, and biochemical types of pathologies along its history: rock alveolization, efflorescence, biological activity, and capillary ascent of groundwater. However, during the last two decades, a new phenomenon has seriously affected the church: ground subsidence caused by aquifer overexploitation. Subsidence is a process that affects the whole Vega Baja of the Segura River basin and consists of gradual sinking in the ground surface caused by soil consolidation due to a pore pressure decrease. This phenomenon has been studied by differential synthetic aperture radar interferometry techniques, which illustrate settlements up to 100 mm for the 1993–2009 period for the whole Orihuela city. Although no differential synthetic aperture radar interferometry information is available for the church due to the loss of interferometric coherence, the spatial analysis of nearby deformation combined with fieldwork has advanced the current understanding on the mechanisms that affect the Santas Justa and Rufina church. These results show the potential interest and the limitations of using this remote sensing technique as a complementary tool for the forensic analysis of building structures.es_ES
dc.description.sponsorshipRoberto Tomás is supported by a Generalitat Valenciana fellowship BEST-2011/225. The European Space Agency (ESA) Terrafirma project has funded all the SAR data processing with the SPN technique. Additionally, this study has been partially financed by the projects: TEC-2008-06764, TEC2011-28201-C02-02 ACOMP/2010/082, VIGROB-157, and 15224/PI/10.es_ES
dc.languageenges_ES
dc.publisherSAGE Publicationses_ES
dc.rights© The Author(s) 2012es_ES
dc.subjectForensic analysises_ES
dc.subjectDifferential synthetic aperture radar interferometryes_ES
dc.subjectGround subsidencees_ES
dc.subjectGothic churches_ES
dc.subjectHistoric building monitoringes_ES
dc.subject.otherIngeniería del Terrenoes_ES
dc.subject.otherMecánica de Medios Continuos y Teoría de Estructurases_ES
dc.titleSubsidence damage assessment of a Gothic church using differential interferometry and field dataes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1177/1475921712451953-
dc.relation.publisherversionhttp://dx.doi.org/10.1177/1475921712451953es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
Appears in Collections:INV - INTERES - Artículos de Revistas
INV - GRESMES - Artículos de Revistas

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