Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)

[EN] At the request of the Archbishopric of Zaragoza, an exhaustive study of the situation of the parish church dedicated to the Assumption of Our Lady (18th century) in Juslibol (Zaragoza) has been carried out since 2011. It was built between 1758 and 1784. The church was built on a hillside with a...

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Detalhes bibliográficos
Autores: Gracia, Alberto, Pérez, Miguel, Torrijo, F.J.|||0000-0001-6048-6792
Formato: capítulo de livro
Fecha de publicación:2022
País:España
Recursos:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/188827
Acesso em linha:https://riunet.upv.es/handle/10251/188827
Access Level:acceso abierto
Palavra-chave:Church
Sloped
Settlements
Leaks-filtrations
Gypsum
Expansive salts
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spelling Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)Gracia, AlbertoPérez, MiguelTorrijo, F.J.|||0000-0001-6048-6792ChurchSlopedSettlementsLeaks-filtrationsGypsumExpansive salts[EN] At the request of the Archbishopric of Zaragoza, an exhaustive study of the situation of the parish church dedicated to the Assumption of Our Lady (18th century) in Juslibol (Zaragoza) has been carried out since 2011. It was built between 1758 and 1784. The church was built on a hillside with a medium-low slope, excavating in a loose colluvial soil formed by silt-clay materials with fragments of marl-gypsum rock. and pebbles of gravel and sand from the terrace deposits located in the highest part of the slope. Once the plot was leveled, the ground would be prepared and the foundation elements would be excavated (apparently continuous trenches) according to the design of the projected building floor plan. This church has suffered for many years from deformation and settling problems caused by the combination of several especially unfavorable factors, such as: the poor quality of the support ground, its sloped location halfway up the hillside, and leaks-filtrations from a supply network, and especially sanitation, which have favored processes of dissolution-undermining of the land below the foundations. The part facing south, including the tower, registered differential settlements with respect to the part further into the hillside. Once this situation was assessed, it was underpinned by means of jet-grouting columns and, apparently, the measure was effective. However, the cracks now observed are not explained within a differential settlement process.Editorial Universitat Politècnica de ValènciaDepartamento de Ingeniería del TerrenoEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosCentro de Investigación en Arquitectura, Patrimonio y Gestion para el desarrollo SostenibleRepositorio Institucional de la Universitat Politècnica de València Riunet20222022-09-13book parthttp://purl.org/coar/resource_type/c_3248VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/bookPartapplication/pdfhttps://riunet.upv.es/handle/10251/188827reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Reconocimiento - No comercial - Compartir igual (by-nc-sa) http://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/1888272026-06-13T07:49:27Z
dc.title.none.fl_str_mv Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
title Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
spellingShingle Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
Gracia, Alberto
Church
Sloped
Settlements
Leaks-filtrations
Gypsum
Expansive salts
title_short Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
title_full Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
title_fullStr Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
title_full_unstemmed Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
title_sort Restoration Project of vernacular architecture affected for ground subsidence. A case study in Juslibol Church (Zaragoza, Spain)
dc.creator.none.fl_str_mv Gracia, Alberto
Pérez, Miguel
Torrijo, F.J.|||0000-0001-6048-6792
author Gracia, Alberto
author_facet Gracia, Alberto
Pérez, Miguel
Torrijo, F.J.|||0000-0001-6048-6792
author_role author
author2 Pérez, Miguel
Torrijo, F.J.|||0000-0001-6048-6792
author2_role author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería del Terreno
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
Centro de Investigación en Arquitectura, Patrimonio y Gestion para el desarrollo Sostenible
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv Church
Sloped
Settlements
Leaks-filtrations
Gypsum
Expansive salts
topic Church
Sloped
Settlements
Leaks-filtrations
Gypsum
Expansive salts
description [EN] At the request of the Archbishopric of Zaragoza, an exhaustive study of the situation of the parish church dedicated to the Assumption of Our Lady (18th century) in Juslibol (Zaragoza) has been carried out since 2011. It was built between 1758 and 1784. The church was built on a hillside with a medium-low slope, excavating in a loose colluvial soil formed by silt-clay materials with fragments of marl-gypsum rock. and pebbles of gravel and sand from the terrace deposits located in the highest part of the slope. Once the plot was leveled, the ground would be prepared and the foundation elements would be excavated (apparently continuous trenches) according to the design of the projected building floor plan. This church has suffered for many years from deformation and settling problems caused by the combination of several especially unfavorable factors, such as: the poor quality of the support ground, its sloped location halfway up the hillside, and leaks-filtrations from a supply network, and especially sanitation, which have favored processes of dissolution-undermining of the land below the foundations. The part facing south, including the tower, registered differential settlements with respect to the part further into the hillside. Once this situation was assessed, it was underpinned by means of jet-grouting columns and, apparently, the measure was effective. However, the cracks now observed are not explained within a differential settlement process.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-09-13
dc.type.none.fl_str_mv book part
http://purl.org/coar/resource_type/c_3248
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/bookPart
format bookPart
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/188827
url https://riunet.upv.es/handle/10251/188827
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Compartir igual (by-nc-sa)
http://creativecommons.org/licenses/by-nc-sa/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Compartir igual (by-nc-sa)
http://creativecommons.org/licenses/by-nc-sa/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Editorial Universitat Politècnica de València
publisher.none.fl_str_mv Editorial Universitat Politècnica de València
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15.300724

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