TY - JOUR
T1 - Noncontact techniques for monitoring of tunnel linings
AU - White, Joshua
AU - Hurlebaus, Stefan
AU - Shokouhi, Parisa
AU - Wittwer, Andreas
AU - Wimsatt, Andrew
N1 - Publisher Copyright:
© 2014 Techno-Press, Ltd.
PY - 2014/6/1
Y1 - 2014/6/1
N2 - An investigation of tunnel linings is performed at two tunnels in the US using complimentary noncontact techniques: air-coupled ground penetrating radar (GPR), and a vehicle-mounted scanning system (SPACETEC) that combines laser, visual, and infrared thermography scanning methods. This paper shows that a combination of such techniques can maximize inspection coverage in a comprehensive and efficient manner. Since ground-truth is typically not available in public tunnel field evaluations, the noncontact techniques used are compared withtwo reliable in-depth contact nondestructive testing methods: ground-coupled GPR and ultrasonic tomography. The noncontact techniques are used to identify and locate the reinforcement mesh, structural steel ribs, internal layer interfaces, shallow delamination, and tile debonding. It is shown that this combination of methods can be used synergistically to provide tunnel owners with a comprehensive and efficient approach for monitoring tunnel lining conditions.
AB - An investigation of tunnel linings is performed at two tunnels in the US using complimentary noncontact techniques: air-coupled ground penetrating radar (GPR), and a vehicle-mounted scanning system (SPACETEC) that combines laser, visual, and infrared thermography scanning methods. This paper shows that a combination of such techniques can maximize inspection coverage in a comprehensive and efficient manner. Since ground-truth is typically not available in public tunnel field evaluations, the noncontact techniques used are compared withtwo reliable in-depth contact nondestructive testing methods: ground-coupled GPR and ultrasonic tomography. The noncontact techniques are used to identify and locate the reinforcement mesh, structural steel ribs, internal layer interfaces, shallow delamination, and tile debonding. It is shown that this combination of methods can be used synergistically to provide tunnel owners with a comprehensive and efficient approach for monitoring tunnel lining conditions.
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U2 - 10.12989/smm.2014.1.2.197
DO - 10.12989/smm.2014.1.2.197
M3 - Article
AN - SCOPUS:85027372561
SN - 2288-6605
VL - 1
SP - 197
EP - 211
JO - Structural Monitoring and Maintenance
JF - Structural Monitoring and Maintenance
IS - 2
ER -