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All issues Volume 65 (2018) E3S Web Conf., 65 (2018) 02004 References
Open Access
Issue
E3S Web Conf.
Volume 65, 2018
International Conference on Civil and Environmental Engineering (ICCEE 2018)
Article Number 02004
Number of page(s) 10
Section Construction & Building Materials
DOI https://doi.org/10.1051/e3sconf/20186502004
Published online 26 November 2018
  1. Krauser, L.B., 2007. Glossary of Post-Tensioning Terms. General Technologies, INC. [Google Scholar]
  2. Punmia, B. C., Jain, A. K., & Jain, A. K. (2003). Basic civil engineering. Firewall Media. [Google Scholar]
  3. Neff, T. (2012). New Specifications for Grouting. ASPIRE, Fall, Precast/ Prestressed Concrete Institute, Chicago, Ill. p 52. [Google Scholar]
  4. Pacheco, A. R., Schokker, A. J., Volz, J. S., & Hamilton III, H. R. (2011). Linear Polarization Resistance Tests on Corrosion Protection Degree of Post-Tensioning Grouts. ACI Materials Journal, 108(4). [Google Scholar]
  5. Whitmore, D., & Lasa, I. (2014). Cable Impregnation for Post-Tension Grouting Problems. In Transportation 2014: Past, Present, Future-2014 Conference and Exhibition of the Transportation Association of Canada//Transport 2014: Du passé vers l’avenir-2014 Congrès et Exposition de’Association des transports du Canada. [Google Scholar]
  6. Muszynski, L. C., Chini, A. R., & Andary, E. G. (2003). Evaluating nondestructive testing techniques to detect voids in bonded post-tensioned ducts. ME Rinker Sr. School of Building Construction, University of Florida. [Google Scholar]
  7. Jiang, T., Kong, Q., Wang, W., Huo, L., & Song, G. (2016). Monitoring of grouting compactness in a post-tensioning tendon duct using piezoceramic transducers. Sensors, 16(8), 1343. [CrossRef] [Google Scholar]
  8. Kamada, T., Uchida, S., Tsunoda, H., & Sato, K. (2012). Non-Destructive Evaluation Methods for Grouting Condition in Tendon Ducts in Existing Prestressed Concrete Bridges (Japanese Title: PC PC). Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), 68, 238-250. [CrossRef] [Google Scholar]
  9. Liu, K. F., Chai, H. K., Mehrabi, N., Yoshikazu, K., & Shiotani, T. (2014). Condition assessment of PC tendon duct filling by elastic wave velocity mapping. The Scientific World Journal, 2014. [Google Scholar]
  10. Osawa, S., Shiotani, T., Kitora, H., & Momiyama, Y. (2014, September). Damage visualization of imperfectly-grouted sheath in PC structures. In 31st Conference of the European Working Group on Acoustic Emission, German Society for Non-Destructive. [Google Scholar]
  11. Lee, F. W., Lim, K. S., & Chai, H. K. (2016). Determination and extraction of Rayleigh-waves for concrete cracks characterization based on matched filtering of center of energy. Journal of Sound and Vibration, 363, 303-315. [CrossRef] [Google Scholar]
  12. Aggelis, D. G., Shiotani, T., & Polyzos, D. (2009). Characterization of surface crack depth and repair evaluation using Rayleigh waves. Cement and Concrete Composites, 31(1), 77-83. [CrossRef] [Google Scholar]
  13. Al Wardany, R., Rhazi, J., Ballivy, G., Gallias, J. L., & Saleh, K. (2004). Use of Rayleigh wave methods to detect near-surface concrete damage. In 16th WCNDT. [Google Scholar]
  14. Lin, C. H., Lin, C. P., Dai, Y. Z., & Chien, C. J. (2017). Application of surface wave method in assessment of ground modification with improvement columns. Journal of Applied Geophysics, 142, 14-22. [CrossRef] [Google Scholar]
  15. In, C. W., Kim, J. Y., Kurtis, K. E., & Jacobs, L. J. (2009). Characterization of ultrasonic Rayleigh surface waves in asphaltic concrete. NDT & E International, 42(7), 610-617. [CrossRef] [Google Scholar]
  16. Nasseri-Moghaddam, A., Cascante, G., & Hutchinson, J. (2005). A new quantitative procedure to determine the location and embedment depth of a void using surface waves. Journal of Environmental & Engineering Geophysics, 10(1), 51-64. [CrossRef] [Google Scholar]
  17. Jones, R. (1962). Surface wave technique for measuring the elastic properties and thickness of roads: theoretical development. British Journal of Applied Physics, 13(1), 21. [CrossRef] [Google Scholar]
  18. Ballard Jr, R. F. (1964). Determination of soil shear moduli at depths by in-situ vibratory techniques (No. AEWES-Misc-Paper-4-691). ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS. [Google Scholar]
  19. Wave2000, Cyber-Logic, Inc., New York, http://www.cyberlogic.org. [Google Scholar]

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