Recent Development and Remaining Challenges In Determining Unique Bridge Scour Performance Indicators

Authors

  • Kenneth Gavin Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands
  • Luke J. Prendergast Dept of Civil Engineering, Faculty of Engineering, University of Nottingham, Nottingham, United Kingdom
  • Irina Stipanovič Faculty of Engineering Technology, University of Twente, Enschede, The Netherlands; Infra Plan Consulting Ltd., Zagreb, Croatia
  • Sandra Škarič−Palič Infra Plan Consulting Ltd., Zagreb, Croatia

DOI:

https://doi.org/10.7250/bjrbe.2018-13.417

Keywords:

bridges, monitoring, scour, sensors, uncertainty, vibration

Abstract

There have been significant developments in the area of vibrationbased bridge scour monitoring in recent years. Traditional scour monitoring using either visual assessment or diving inspections are now recognised to be very unreliable and highly subjective. There has been a concerted effort to move towards reliable systems capable of either direct measurement of scour or indirect measurement, based on monitoring the response of the structure to damage. The developments have unearthed new challenges and problems. This paper describes some recent developments in the field. In addition, remaining challenges that act as a barrier to the successful wide-scale deployment of the methodologies are discussed. In particular, it addresses issues related to how to measure key performance indicators (such as the vibration response of the structure) and the potential of these approaches in real-world applications.

References

Anderson, N. L., Ismael, A. M., & Thitimakorn, T. (2007). Ground-penetrating radar: a tool for monitoring bridge scour. Environmental and Engineering Geoscience, 13(1), 1-10. https://doi.org/10.2113/gseegeosci.13.1.1

Briaud, J. L., Hurlebaus, S., Chang, K. A., Yao, C., Sharma, H., Yu, O. Y., ... & Price, G. R. (2011). Realtime monitoring of bridge scour using remote monitoring technology. Texas Transportation Institute, Texas A&M University System.

Briaud, J. L., Ting, F. C., Chen, H. C., Gudavalli, R., Perugu, S., & Wei, G. (1999). SRICOS: Prediction of scour rate in cohesive soils at bridge piers. Journal of Geotechnical and Geoenvironmental Engineering, 125(4), 237-246. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(237)

Chen, C. C., Wu, W. H., Shih, F., & Wang, S. W. (2014). Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure. NDT & E International, 66, 16-27. https://doi.org/10.1016/j.ndteint.2014.04.005

De Falco, F., & Mele, R. (2002). The monitoring of bridges for scour by sonar and sedimetri. NDT & E International, 35(2), 117-123. https://doi.org/10.1016/S0963-8695(01)00031-7

Elsaid, A., & Seracino, R. (2014). Rapid assessment of foundation scour using the dynamic features of bridge superstructure. Construction and Building Materials, 50, 42-49. https://doi.org/10.1016/j.conbuildmat.2013.08.079

Federico, F., Silvagni, G., & Volpi, F. (2003). Scour vulnerability of river bridge piers. Journal of Geotechnical and Geoenvironmental Engineering, 129(10), 890-899. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(890)

Fisher, M., Chowdhury, M. N., Khan, A. A., & Atamturktur, S. (2013). An evaluation of scour measurement devices. Flow Measurement and Instrumentation, 33, 55-67. https://doi.org/10.1016/j.flowmeasinst.2013.05.001

Forde, M. C., McCann, D. M., Clark, M. R., Broughton, K. J., Fenning, P. J., & Brown, A. (1999). Radar measurement of bridge scour. Ndt & E International, 32(8), 481-492. https://doi.org/10.1016/S0963-8695(99)00026-2

Foti, S., & Sabia, D. (2010). Influence of foundation scour on the dynamic response of an existing bridge. Journal of bridge engineering, 16(2), 295-304. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000146

Gavin, K., Adekunte, A., & O'Kelly, B. C. (2009). A field investigation of vertical footing response on sand. https://doi.org/10.1680/geng.2009.162.5.257

Hamill, L. (2014). Bridge hydraulics. CRC Press.

Heidarpour, M., Afzalimehr, H., & Izadinia, E. (2010). Reduction of local scour around bridge pier groups using collars. International Journal of Sediment Research, 25(4), 411-422. https://doi.org/10.1016/S1001-6279(11)60008-5

Hunt, B. E. (2009). NCHRP synthesis 396: monitoring scour critical bridges—a synthesis of highway practice. Transportation Research Board, Washington, DC.

Klinga, J. V., & Alipour, A. (2015). Assessment of structural integrity of bridges under extreme scour conditions. Engineering Structures, 82, 55-71. https://doi.org/10.1016/j.engstruct.2014.07.021

Lagasse, P. F., Zevenbergen, L. W., Spitz, W. J., & Arneson, L. A. (2012). Stream stability at highway structures (No. FHWA-HIF-12-004).

Maddison, B. (2012). Scour failure of bridges. Proceedings of the Institution of Civil Engineers-Forensic Engineering, 165(1), 39-52.

May, R. W. P., Ackers, J. C., & Kirby, A. M. (2002). Manual on scour at bridges and other hydraulic structures (Vol. 551). London: Ciria.

Melville, B. W., & Coleman, S. E. (2000). Bridge scour. Water Resources Publication.

Nassif, H., Ertekin, A. O., & Davis, J. (2002). Evaluation of bridge scour monitoring methods. United States Department of Transportation, Federal Highway Administration, Trenton.

Prendergast, L. J., & Gavin, K. (2014). A review of bridge scour monitoring techniques. Journal of Rock Mechanics and Geotechnical Engineering, 6(2), 138-149. https://doi.org/10.1016/j.jrmge.2014.01.007

Prendergast, L. J., Gavin, K., & Hester, D. (2017). Isolating the location of scour-induced stiffness loss in bridges using local modal behaviour. Journal of Civil Structural Health Monitoring, 7(4), 483-503. https://doi.org/10.1007/s13349-017-0238-3

Prendergast, L. J., Hester, D., & Gavin, K. (2016a). Determining the presence of scour around bridge foundations using vehicle-induced vibrations. Journal of Bridge Engineering, 21(10), 04016065. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000931

Prendergast, L. J., Hester, D., & Gavin, K. (2016b). Development of a vehicle-bridge-soil dynamic interaction model for scour damage modelling. Shock and Vibration, 2016. https://doi.org/10.1155/2016/7871089

Prendergast, L. J., Hester, D., Gavin, K., & O’Sullivan, J. J. (2013). An investigation of the changes in the natural frequency of a pile affected by scour. Journal of Sound and Vibration, 332(25), 6685-6702. https://doi.org/10.1016/j.jsv.2013.08.020

Shirole, A. M., & Holt, R. C. (1991). Planning for a comprehensive bridge safety assurance program. Transportation Research Record, 1290, 39-50.

Wardhana, K., & Hadipriono, F. C. (2003). Analysis of recent bridge failures in the United States. Journal of performance of constructed facilities, 17(3), 144-150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144)

Yu, X., & Yu, X. (2009). Time domain reflectometry automatic bridge scour measurement system: principles and potentials. Structural Health Monitoring, 8(6), 463-476. https://doi.org/10.1177%2F1475921709340965

Zarafshan, A., Iranmanesh, A., & Ansari, F. (2011). Vibration-based method and sensor for monitoring of bridge scour. Journal of bridge engineering, 17(6), 829-838. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000362

Downloads

Published

28.09.2018

How to Cite

Gavin, K., Prendergast, L. J., Stipanovič, I., & Škarič−Palič, S. (2018). Recent Development and Remaining Challenges In Determining Unique Bridge Scour Performance Indicators. The Baltic Journal of Road and Bridge Engineering, 13(3), 291–300. https://doi.org/10.7250/bjrbe.2018-13.417