RT Journal Article
T1 Aplicaciones de Geo-radar para la determinación del volumen de hormigón necesario para la reparación del revestimiento de bóveda y hastiales de un túnel
T1 Ground penetrating radar application to determine the concrete volume in a tunnel
A1 Canas, J. A.
A1 García, F.
A1 Clapés, J.
A1 Osorio, R.
A1 Pérez, V.
A1 Pujades, L. G.
A1 Caselles, O.
A1 Ugalde, A.
AB 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 (gallbo). The volume of concrete necessary to cover the vault and the gables of the tunnel was determined using a ground penetrating radar SIR 70 from GSSI, with a 500 MHz center frecuency antenna. Twelve radar profiles along the tunnel, covering the vault and the tunnel walls, were made to determine the total volume of concrete necessary to replace the old granite slabs, the void location and the identification of the tunnel region to be repaired. Ground penetrating radar measurements allowed to know the thicknesses of the granite slabs and the distance between these slabs and the massif rock of the irregular void
PB Sociedad Geológica de España
YR 1996
FD 1996
LK http://hdl.handle.net/10272/12423
UL http://hdl.handle.net/10272/12423
LA spa
DS Repositorio Institucional de la Universidad de Huelva
RD 1 jun 2026