Ballast Cleaning as a Solution for Controlling Increased Bridge Vibrations due to Higher Operational Speeds
Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 5
Abstract
Dynamic load testing has become a common practice for condition assessment of masonry arch bridges and laying the foundation for their rehabilitation procedures, yet additional dynamic testing after rehabilitation is rare. Carrying out dynamic load tests before and after rehabilitation programs produces valuable results regarding the structural changes of the bridge. This paper tries to assess the effects of ballast cleaning on controlling the increased vibrations transmitted to the bridge structure due to increasing the operational speed. To do so, a 70-year-old masonry arch bridge is instrumented with accelerometers and dynamic load tests are carried out before and after ballast cleaning and results are compared. According to test results, vibrations with frequencies of up to 200 Hz are reduced by almost 16%, while those with frequencies between 250 and 1,300 Hz are reduced by almost 41%. It is concluded that from a vibration point of view, cleaning the ballast could increase the allowable speed of the trains on the bridge by 18 km/h.
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Acknowledgments
The authors would like to thank the financial support of Nasran Engineering Group, under Grant No. T/95-16254 with industrial cooperation office of Iran University of Science and Technology.
References
Aktan, A. E., D. N. Farhey, and D. J. Helmicki. 1997. “Structural identification for condition assessment: Experimental arts.” J. Struct. Eng. 123 (12): 1674–1684. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:12(1674).
Ambrisi, A., F. Focacci, and A. Caporale. 2013. “Strengthening of masonry-unreinforced concrete railway bridges with PBO-FRCM materials.” Compos. Struct. 102: 193–204. https://doi.org/10.1016/j.compstruct.2013.03.002.
Ataei, S., A. Miri, and M. Jahangiri. 2017a. “Safety assessment of a railway stone arch bridge by dynamic load testing and numerical modeling.” J. Croatian Assoc. Civ. Eng. 69 (11): 1017–1029.
Ataei, S., A. Miri, and M. Tajalli. 2017b. “Dynamic load testing of a railway masonry arch bridge: A case study of Babak bridge.” Sci. Iranica 24 (4): 1834–1842. https://doi.org/10.24200/sci.2017.4274.
Ataei, S., S. Mohammadzadeh, H. Jadidi, and A. Miri. 2012. “Effects of maintenance operations on railway track’s mechanical behavior by field load testing.” Int. J. Pavement Eng. 15 (3): 215–227. https://doi.org/10.1080/10298436.2013.778991.
Ataei, S., S. Mohammadzadeh, A. Miri. 2016a. “Dynamic forces at square and inclined rail joints: Field experiments.” J. Transp. Eng. 142 (9): 04016035. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000866.
Ataei, S., M. Tajalli, and A. Miri. 2016b. “Assessment of load carrying capacity and fatigue life expectancy of a monumental masonry arch bridge by field load testing: A case study of Veresk.” J. Struct. Eng. Mech. 59 (4): 703–718. https://doi.org/10.12989/sem.2016.59.4.703.
Barták, J., and Z. Slížková. 2010. “Performance of a retrofitted medieval stone bridge under a severe flood.” J. Perform. Constr. Facil. 24 (5): 484–492. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000084.
Brencich, A., and D. Sabia. 2008. “Experimental identification of a multi-span masonry bridge: The Tanaro bridge.” J. Constr. Build. Mater. 22 (10): 2087–2099. https://doi.org/10.1016/j.conbuildmat.2007.07.031.
Caglayan, B. O., K. Ozakgul, and O. Tezer. 2012. “Assessment of a concrete arch bridge using static and dynamic load test.” J. Struct. Eng. Mech. 41 (1): 83–94. https://doi.org/10.12989/sem.2012.41.1.083.
Cancelliere, I., M. Imbimbo, and E. Sacco. 2010. “Experimental tests and numerical modeling of reinforced masonry arches.” J. Eng. Struct. 32 (3): 776–792. https://doi.org/10.1016/j.engstruct.2009.12.005.
Chandra Kishen, J. M., A. Ramaswamy, and C. S. Manohar. 2013. “Safety assessment of a masonry arch bridge: Field testing and simulations.” J. Bridge Eng. 18 (2): 162–171. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000338.
Clart, R. 2004. “Rail flaw detection: Overview and needs for future developments.” NDT&E 37 (2): 111–118. https://doi.org/10.1016/j.ndteint.2003.06.002.
Esveld, C. 2001. Modern railway track. 2nd ed. Zaltbommel, Netherlands: MRT Publication.
Fanning, P., T. Boothby, and B. Roberts. 2001. “Longitudinal and transverse effects in masonry arch assessment.” J. Constr. Build. Mater. 15 (1): 51–60. https://doi.org/10.1016/S0950-0618(00)00069-6.
Felice, G. 2009. “Assessment of the load-carrying capacity of multi-span masonry arch bridges using fibre beam elements.” Eng. Struct. 31 (8): 1634–1647. https://doi.org/10.1016/j.engstruct.2009.02.022.
Garmendia, L., J. T. San-Jose, D. Garcia, and P. Larrinaga. 2011. “Rehabilitation of masonry arches with compatible advanced composite material.” J. Constr. Build. Mater. 25 (12): 4374–4385. https://doi.org/10.1016/j.conbuildmat.2011.03.065.
Indraratna, B., H. Khabbaz, and W. Salim. 2003. “A laboratory study on improvement of railway ballast using geosynthetics.” J. Soil Found. 43 (4): 35–46. https://doi.org/10.3208/sandf.43.4_35.
Indraratna, B., and W. Salim. 2003. “Deformation of and degradation mechanics of recycled ballast stabilized with geosynthetics.” J. Soil Found. 43 (4): 35–46. https://doi.org/10.3208/sandf.43.4_35.
Kaewunruen, S., and A. M. Remennikov. 2006. “Sensitivity analysis of free vibration characteristics of an in-situ railway concrete sleeper to variations of rail pad parameters.” J. Sound Vib. 298 (1–2): 453–461. https://doi.org/10.1016/j.jsv.2006.05.034.
Kaewunruen, S., and A. M. Remennikov. 2007a. “Effect of improper ballast tamping/packing on dynamic behaviors of on-track railway concrete sleeper.” Int. J. Struct. Stab. Dyn. 7 (1): 167–177. https://doi.org/10.1142/S0219455407002174.
Kaewunruen, S., and A. M. Remennikov. 2007b. “Field trails for dynamic characteristics of railway track and its components using impact excitation technique.” NDT&E 40 (7): 510–519. https://doi.org/10.1016/j.ndteint.2007.03.004.
Kullaa, J. 2003. “Damage detection of the Z24 bridge using control charts.” Mech. Syst. Sig. Process. 17 (1): 163–170. https://doi.org/10.1006/mssp.2002.1555.
Lee, J. W., and J. D. Kim. 2002. “Health-monitoring method for bridges under ordinary traffic loadings.” J. Sound Vib. 257 (2): 247–264. https://doi.org/10.1006/jsvi.2002.5056.
Lichtberger, B. 2005. Track compendium. 1st ed. Hamburg, Germany: Eurailpress.
Marefat, M., E. Ghahremani, and S. Ataei. 2004. “Load test of a plain concrete arch railway bridge of 20-m span.” J. Constr. Build. Mater. 18 (9): 661–667. https://doi.org/10.1016/j.conbuildmat.2004.04.025.
Mazurek, D. F., and T. D. Wolf. 1990. “Experimental study of bridge monitoring technique.” J. Struct. Eng. 116 (9): 2532–2549. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:9(2532).
Melbourne, C., M. Gilbert, and M. Wagstaff. 1995. “The behavior of multi-span masonry arch bridges.” In Proc., 1st Int. Conf. on Arch Bridges. London: Thomas Telford.
Miri, A., and S. Mohammadzadeh. 2014. “Acceleration-based quality assessment of railway tracks using a 2D simulation model and recorded track data.” Adv. Railway Eng. 2 (1): 13–20.
Mohammadzadeh, S., A. Miri, and M. Nouri. 2017a. “Assessing ballast cleaning as a rehabilitation method for railway masonry arch bridges by dynamic load tests.” Proc. IMechE Part F J. Rail Rapid Transit 232 (4): 1135–1148.
Mohammadzadeh, S., A. Miri, and M. Nouri. 2017b. “Enhancing the structural performance of masonry arch bridges with ballast mats.” J. Perform. Constr. Facil. 31 (5): 04017089. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001080.
Narayanan, R. M., J. W. Jakub, D. Li, and S. Elias. 2004. “Railroad track modulus estimation using ground penetrating radar measurements.” NDT&E 37 (2): 141–151. https://doi.org/10.1016/j.ndteint.2003.05.003.
Oliveira, D., P. Lourenco, and C. Lemos. 2010. “Geometric issues and ultimate load capacity of masonry arch bridges from the northwest Iberian peninsula.” Eng. Struct. 32 (12): 3955–3965. https://doi.org/10.1016/j.engstruct.2010.09.006.
Poudel, U. P., G. Fu, and J. Ye. 2005. “Structural damage detection using digital video imaging technique and wavelet transformation.” J. Sound Vib. 286 (4–5): 869–895. https://doi.org/10.1016/j.jsv.2004.10.043.
Radnic, J., A. Harapin, M. Smilovic, N. Grgic, and M. Glibic. 2012. “Static and dynamic analysis of the old stone bridge in Mostar.” Gradevinar 64 (8): 655–665.
Railway Association of Iran. 2015. Intelligent monitoring of infrastructure. Visual inspection of bridges in Tehran-Mashhad and Tehran-Tabriz corridors. Tehran, Iran: Railway Association of Iran.
Raymond, P. 1986. “Performance assessment of a railway turnout geotextile.” Can. Geotech. J. 23 (4): 472–480. https://doi.org/10.1139/t86-077.
Reda Taha, M. M., and J. Lucero. 2005. “Damage identification for structural health monitoring using fuzzy pattern recognition.” Eng. Struct. 27 (12): 1774–1783. https://doi.org/10.1016/j.engstruct.2005.04.018.
Ren, W. X., and G. D. Roeck. 2002. “Structural damage identification using modal data. I: Simulation verification.” J. Struct. Eng. 128 (1): 87–95. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(87).
Schotte, K., T. Nuttens, A. De Wulf, P. Van Bogaert, and H. De Backer. 2016. “Monitoring the structural response of the Liefkenshoek rail tunnel to tidal level fluctuations.” J. Perform. Constr. Facil. 30 (5): 04016007. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000863.
Smutny, J. 2004. “Measurement and analysis of dynamic and acoustic parameters of rail fastening.” NDT&E 37 (2): 119–129. https://doi.org/10.1016/j.ndteint.2003.08.003.
Stewart, M. G. 2001. “Reliability-based assessment of ageing bridges using risk ranking and life cycle cost decision analyses.” Reliab. Eng. Syst. Saf. 74 (3): 263–273. https://doi.org/10.1016/S0951-8320(01)00079-5.
UIC (Union Internationale des Chemins de fer). 2011. Recommendations for the inspection, assessment and maintenance of masonry arch bridges. 2nd ed. Paris: UIC.
Zan, Y., Z. Li, G. Su, and X. Zhang. 2016. “An innovative vehicle-mounted GPR technique for fast and efficient monitoring of tunnel lining structural conditions.” Case Studies Nondestructive Test. Eval. 6: 63–69. https://doi.org/10.1016/j.csndt.2016.10.001.
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Published In
Journal of Performance of Constructed Facilities
Volume 32 • Issue 5 • October 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jun 16, 2017
Accepted: Feb 2, 2018
Published online: Jul 4, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 4, 2018
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