Technical Papers
Oct 31, 2016

Nondestructive Testing Methods for Underwater Tunnel Linings: Practical Application at Chesapeake Channel Tunnel

Publication: Journal of Infrastructure Systems
Volume 23, Issue 3

Abstract

A field evaluation of an underwater tunnel was conducted using a variety of nondestructive testing (NDT) methods, including visual inspection, air- and ground-coupled ground-penetrating radar (GPR), ultrasonic tomography (UST), and impact echo (IE). An air-coupled GPR antenna was used along with visual inspection to identify areas of interest in the Chesapeake Channel Tunnel near Norfolk, Virginia. After potential regions were identified, a robotic scanner with pneumatically driven suction feet was used to automatically scan the area using ground-coupled GPR, UST, and IE. Regions were also evaluated using manually applied UST. These methods combined with powerful software presented the element under inspection as a 3D volume for thorough inspection. This study shows that this particular combination of NDT techniques can efficiently and effectively identify and locate reinforcement, backwall depth, and potentially delaminated areas. By analyzing the phase shift of ultrasonic waves, it is also shown that UST techniques can be used to potentially determine the condition of the backwall and reinforcement bonding.

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Acknowledgments

The results presented herein represent a detailed research investigation sponsored by the 2nd Strategic Highway Research Program (SHRP2) Project R06(G) entitled “Mapping Voids, Debonding, Delaminations, Moisture, and Other Defects Behind or Within Tunnel Linings.” Along with the final report (Wimsatt et al. 2013), the authors recommend the website www.ndttoolbox.org, which provides a summary of practical advice concerning the limitations, advantages, testing procedures, and overviews of technologies accumulated by this research project as well as other SHRP2 projects.

References

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FHWA (Federal Highway Administration). (2009). “Technical manual for design and construction of road tunnels—Civil elements.”, Washington, DC.
Krause, M., Gräfe, B., Mielentz, F., Milmann, B., Friese, M., and Wiggenhauser, H. (2009). “Ultrasonic imaging of post-tensioned concrete elements: New techniques for reliable localization of grouting defects.” Proc., 2nd Int. Conf. on Concrete Repair, Rehabilitation and Retrofitting, Concrete Repair, Rehabilitation, and Retrofitting II, Cape Town, South Africa, 215–216.
Schickert, M., Krause, M., and Müller, W. (2003). “Ultrasonic imaging of concrete elements using reconstruction by synthetic aperture focusing technique.” J. Mater. Civ. Eng., 235–246.
Shokouhi, P. (2005). “Comprehensive evaluation of concrete bridge decks using impact echo.” Ph.D. thesis, Rutgers Univ., New Brunswick, NJ.
Shokouhi, P., Wöstmann, J., Schneider, G., Milmann, B., Taffe, A., and Wiggenhauser, H. (2011). “Nondestructive detection of delamination in concrete slabs: Multiple-method investigation.” Transp. Res. Rec., 2251, 103–113.
White, J. (2012). “Ultrasonic tomography for detecting and locating defects in concrete structures.” M.S. thesis, Texas A&M Univ., College Station, TX.
Wimsatt, A., et al. (2013). “Mapping voids, debonding, delaminations, moisture, and other defects behind or within tunnel linings.”, Strategic Highway Research Program 2 (SHRP2), Washington, DC.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 3September 2017

History

Received: Sep 2, 2015
Accepted: Sep 14, 2016
Published online: Oct 31, 2016
Discussion open until: Mar 31, 2017
Published in print: Sep 1, 2017

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Authors

Affiliations

Joshua B. White [email protected]
Ph.D. Student, Texas A&M Univ., College Station, TX 77843-3136. E-mail: [email protected]
Kyle T. Wieghaus [email protected]
Forensic Engineer, Knott Laboratory, LLC, Centennial, CO 80112; formerly, Research Specialist, Texas A&M Transportation Institute, College Station, TX 77843-3135 (corresponding author). E-mail: [email protected]
Madhu M. Karthik [email protected]
Postdoctoral Research Associate, Texas A&M Transportation Institute, College Station, TX 77843-3135. E-mail: [email protected]
Parisa Shokouhi [email protected]
Research Scientist, BAM—Bundesanstalt für Materialforschung und—prüfung (Federal Institute for Material Research and Testing), 12205 Berlin, Germany. E-mail: [email protected]
Stefan Hurlebaus [email protected]
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136. E-mail: [email protected]
Andrew Wimsatt [email protected]
Research Engineer, Texas A&M Transportation Institute, College Station, TX 77843-3135. E-mail: [email protected]

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