This paper describes the Building Risk Assessment (BRA) process implemented during the design and construction of MarmorKirken metro station in Copenhagen. Being the box station very near the monumental church, the evaluation of the effects induced by the excavation on the church was a key issue of the design. Surveys, structural and geotechnical investigations were carried out to setup reliable structural and geotechnical numerical models on which BRA, at the design stage, was based. During construction works, design predictions were systematically compared with monitoring measures, allowing to update the BRA. According to BRA results, no significant effects of construction works on the church was observed.

Evaluating the effects of a deep excavation on monumental buildings: MarmorKirken station in Copenhagen

Soccodato, F. M.
Primo
Writing – Original Draft Preparation
;
Tropeano, G.
Secondo
Writing – Review & Editing
2024-01-01

Abstract

This paper describes the Building Risk Assessment (BRA) process implemented during the design and construction of MarmorKirken metro station in Copenhagen. Being the box station very near the monumental church, the evaluation of the effects induced by the excavation on the church was a key issue of the design. Surveys, structural and geotechnical investigations were carried out to setup reliable structural and geotechnical numerical models on which BRA, at the design stage, was based. During construction works, design predictions were systematically compared with monitoring measures, allowing to update the BRA. According to BRA results, no significant effects of construction works on the church was observed.
2024
9781003431749
9781032548166
Cet article décrit le processus d'Evaluation des Risques liés aux Bâtiments (BRA) mis en œuvre lors de la conception et de la construction de la station de métro MarmorKirken à Copenhague. Le box étant très proche de l'église monumentale, l'évaluation des effets induits par les fouilles sur l'église a été un enjeu clé de la conception. Des études, des investigations structurelles et géotechniques ont été réalisées pour établir des modèles numériques structurels et géotechniques fiables sur lesquels BRA, au stade de la conception, s'est basé. Lors des travaux de construction, les prévisions de conception ont été systématiquement comparées aux mesures de suivi, permettant ainsi de mettre à jour le BRA. Selon les résultats du BRA, aucun effet significatif des travaux de construction sur l'église n'a été observé.
Deep excavations; soil-structure interaction; numerical analyses
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11584/424043
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