Effects of Subsidence Induced by Tunnelling on Buildings: The Sagrada Familia Temple Case
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Détails bibliographiques
| Auteur(s): |
Gonzalo Ramos
(Universitat Politècnica de Catalunya, Barcelona TECH)
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Publié dans: | IABSE Congress Nanjing 2022 | ||||
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| Page(s): | 20-27 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/nanjing.2022.0020 | ||||
| Abstrait: |
The paper deals with the controversy that arose over the effects of the construction of a tunnel in Barcelona, for the High-Speed train, on the Temple of the Sagrada Familia. The construction of the tunnel was considered by many as a great structural risk for the temple, as well as for the Casa Milà, both by the famous architect Gaudí. The preventive measures taken, the monitoring implemented, the structural modelling, the control carried out and the results obtained will be explained. It is an example of how to address the risks of a construction which could affect UNESCO World Heritage. |
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| Mots-clé: |
percement creusement bâtiment
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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