DocumentCode
1606280
Title
Determination of space behind pre-cast concrete elements in tunnels using GPR
Author
Lalagüe, Anne ; Hoff, Inge
Author_Institution
Road & Railway Eng., SINTEF, Trondheim, Norway
fYear
2010
Firstpage
1
Lastpage
5
Abstract
Many tunnels in Nordic countries are lined with prefabricated concrete elements to protect against frost and leakages. This protective lining is fixed to the rock face in a few points, but when installed renders the rock surface inaccessible, owing to the lack of predesigned inspection hatches. Safety inspections have hitherto consisted of random drilling into the concrete lining. However, such random inspection is both unreliable and expensive. Therefore Ground Penetrating Radar has been introduced in the vault walls to map the contours of the gap more systematically. Such scanning technology provides satisfactory data, given optimal location of apertures. The scanning technique is therefore extended to the vault roof to pinpoint potential rockfalls.
Keywords
concrete; ground penetrating radar; inspection; rocks; tunnels; walls; Nordic country; concrete lining; frost; gap contour; ground penetrating radar; leakage; precast concrete element; prefabricated concrete element; random drilling; rock surface; rockfall; safety inspection; scanning technology; tunnel; vault wall; Apertures; Boring; Concrete; Drilling; Geology; Ground penetrating radar; Inspection; Protection; Railway engineering; Road safety; Ground Penetrating Radar; safety inspection; tunnel engineering;
fLanguage
English
Publisher
ieee
Conference_Titel
Ground Penetrating Radar (GPR), 2010 13th International Conference on
Conference_Location
Lecce
Print_ISBN
978-1-4244-4604-9
Electronic_ISBN
978-1-4244-4605-6
Type
conf
DOI
10.1109/ICGPR.2010.5550195
Filename
5550195
Link To Document