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Aplicaciones de geo-radar para la determinación del volumen de hormigón necesario para la reparación del revestimiento de la bóveda y hastiales de un túnel

Author
Canas, J.; Garcia, F.; Clapes, J.; Osorio, R.; Perez-Gracia, V.; Pujades, L.G.; Caselles, J.; Ugalde, A.
Type of activity
Journal article
Journal
Journal of applied geophysics
Date of publication
1996-07
Volume
20
Number
4
First page
974
Last page
977
URL
http://www.sociedadgeologica.es/archivos/geogacetas/Geo20%20%284%29/Art60.pdf Open in new window
Abstract
The vault damage in a railway tunnel, caused by damps in a granite massif, produced the granite slabs roof detachment. Sustitution of these granite slabs by concrete, including damping voids between the roof and the granite massif, was the most optimal solution concerning the preservation of the railway interior tunnel size (galibo). The volume of concrete necessary to cover the vault and the gables of the tunnel was determined using a ground penetrating radar SIR 10 from CSSI, with a 500 M llz ...
Group of research
GIES - Geophysics and Earthquake Engineering

Participants