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GPR IDENTIFICATION OF PRESTRESSING TENDONS IN AREAS WITH HIGH DENSITY OF ORDINARY REINFORCEMENT.

Owerko, . Piotr, Ortyl, ?ukasz

First published: 2013-06-20https://doi.org/10.5593/sgem2013/ba1.v2/s05.012View metrics

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  • CrossRef - Citation Indexes: 3
  • Scopus - Citation Indexes: 5
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Publication details

Title
GPR IDENTIFICATION OF PRESTRESSING TENDONS IN AREAS WITH HIGH DENSITY OF ORDINARY REINFORCEMENT.
Authors
Owerko, . Piotr, Ortyl, ?ukasz
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2013
Pages
771 - 778 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References16

  1. Streicher D., Wöstmann J., Algernon D.: Demonstration of measurements using impulse-radar, ultrasonic echo and impact-echo on a pre-stressed concrete railway bridge in Duisburg/ Germany . Sustainable Bridges – Assessment for Future Traffic Demands and Longer Lives, Poland, chapter 1, 2007.

  2. Cruz P., Topczewski Ł., Fernandes F., Trelab Ch., Lourenco P.: Application of radar techniques to the verification of design plans and the detection of defects in concrete bridges. Structures and Infrastructure Engineering. United Kingdom, vol 6/issue 4, pp 395-407, 2010.

  3. Zhou X., Luan J., Zhang D.: Inspection of Grouting Quality for Grouted Tendon Ducts Using Ground Penetrating Radar Technique. Advanced Materials Research. Switzerland, vols. 639-640, pp 1051 -1055, 2013.

  4. Muszynski L.C., Chini A. R., Andary E. G.: Evaluating nondestructive testing techniques to detect voids in bonded post-tensioned ducts. Technical Report No. DOT HS 809 412 for Florida Department of Transportation. United States of America. 2003.

  5. Göhler B., Pearson B.: Incrementally Launched Bridges – Design and Construction, Germany, 2010.

  6. Pradelok, S. Dynamic tests of certain lattice girder railway bridge type nodes. Proceedings of EVACES'09. International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Poland, p. 221 -222, 2009.

  7. Österreichisches Institut für Bautechnik. ETA 06/0147: BBR VT CONA CMI – Bonded Post-tensioning System with 04 to 31 Strands. Switzerland, 2011.

  8. Stolt R.: Migration by Fourier transform. Geophysics, vol. 43, p. 23-48, 1978.

  9. Streicher D., Wöstmann J., Algernon D.: Demonstration of measurements using impulse-radar, ultrasonic echo and impact-echo on a pre-stressed concrete railway bridge in Duisburg/ Germany . Sustainable Bridges – Assessment for Future Traffic Demands and Longer Lives, Poland, chapter 1, 2007.

  10. Cruz P., Topczewski Ł., Fernandes F., Trelab Ch., Lourenco P.: Application of radar techniques to the verification of design plans and the detection of defects in concrete bridges. Structures and Infrastructure Engineering. United Kingdom, vol 6/issue 4, pp 395-407, 2010.

  11. Zhou X., Luan J., Zhang D.: Inspection of Grouting Quality for Grouted Tendon Ducts Using Ground Penetrating Radar Technique. Advanced Materials Research. Switzerland, vols. 639-640, pp 1051 -1055, 2013.

  12. Muszynski L.C., Chini A. R., Andary E. G.: Evaluating nondestructive testing techniques to detect voids in bonded post-tensioned ducts. Technical Report No. DOT HS 809 412 for Florida Department of Transportation. United States of America. 2003.

  13. Göhler B., Pearson B.: Incrementally Launched Bridges – Design and Construction, Germany, 2010.

  14. Pradelok, S. Dynamic tests of certain lattice girder railway bridge type nodes. Proceedings of EVACES'09. International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Poland, p. 221 -222, 2009.

  15. Österreichisches Institut für Bautechnik. ETA 06/0147: BBR VT CONA CMI – Bonded Post-tensioning System with 04 to 31 Strands. Switzerland, 2011.

  16. Stolt R.: Migration by Fourier transform. Geophysics, vol. 43, p. 23-48, 1978.

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Number of times cited according to Crossref: 3

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