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Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements

Autor
Camos, C.; Molins, C.; Špacková, O.; Straub, D.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
4th International Symposium on Geotechnical Safety and Risk
Any de l'edició
2013
Data de presentació
2013-11
Llibre d'actes
Proceedings of the 4th International Symposium on Geotechnical Safety and Risk
Pàgina inicial
485
Pàgina final
491
Editor
Taylor & Francis
Repositori
http://hdl.handle.net/2117/22557 Obrir en finestra nova
Resum
Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and uncertainty in the response of the structures to the settlements. This paper presents a probabilistic model for prediction of the damage to buildings due to tunneling, which combines the volume loss met...
Citació
Camos, C. [et al.]. Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements. A: International Symposium on Geotechnical Safety and Risk. "Proceedings of the 4th International Symposium on Geotechnical Safety and Risk". Hong Kong: Taylor & Francis, 2013, p. 485-491.
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants

  • Camos Andreu, Carles  (autor ponent)
  • Molins Borrell, Climent  (autor ponent)
  • Špacková, Olga  (autor ponent)
  • Straub, Daniel  (autor ponent)