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

Author
Camos, C.; Molins, C.; Špacková, O.; Straub, D.
Type of activity
Presentation of work at congresses
Name of edition
4th International Symposium on Geotechnical Safety and Risk
Date of publication
2013
Presentation's date
2013-11
Book of congress proceedings
Proceedings of the 4th International Symposium on Geotechnical Safety and Risk
First page
485
Last page
491
Publisher
Taylor & Francis
Repository
http://hdl.handle.net/2117/22557 Open in new window
Abstract
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...
Citation
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.
Group of research
ATEM - Structural and Materials Technology

Participants

  • Camos Andreu, Carles  (author and speaker )
  • Molins Borrell, Climent  (author and speaker )
  • Špacková, Olga  (author and speaker )
  • Straub, Daniel  (author and speaker )