Recent hydraulic bridge failures in China: review and discussion
DOI:
https://doi.org/10.7764/RDLC.21.2.193Abstract
This paper studies 123 hydraulic bridge failures in China from 1998 to 2018. The geographic distribution, age distribution, bridge type distribution, time distribution and the hydraulic bridge failure causes are analyzed. Six typical failure cases of hydraulic bridges are analyzed in detail. 100 hydraulic bridge failures occurred in southern China so hydraulic bridge failures are much more common in this area. The average service life of these bridges is 28.9 years. The beam bridge accounts for the largest proportion of hydraulic bridge failure because 71 (57.7%) beam bridges were destroyed by flood. Hydraulic bridge failure mainly occurred between 2009 and 2014, which was related to the impact of the Wenchuan earthquake. The incidents major causes include unexpected flood, earthquake, old bridge, over sand exploitation, low awareness of hydraulic bridge damage, extreme morphology of the river, etc. There are both natural factors and man-made factors. These results show that three aspects should be paid attention to: (1) unexpected flood; (2) appropriate bridge type; and (3) extreme morphology of the river.
Downloads
References
Choudhury, J. R., & Hasnat, A. (2015). Bridge collapses around the world: Causes and mechanisms. Paper presented at the IABSE-JSCE Joint Con-ference on Advances in Bridge Engineering-III, Dhaka, Bangladesh.
Cook, W., Bar, P. J., & Halling, M. W. (2015). Bridge failure rate. Journal of Performance of Constructed Facilities, 29(3), 1-8. doi:https://doi.org/10.1061/(asce)cf.1943-5509.0000571
Cook, W., Barr, P. J., & Halling, M. W. (2014). Segregation of bridge failure causes and consequences. Paper presented at the TRB 2014, Washington, DC.
Duntemann, J. F., & Subrizi, C. D. (2000). Lessons learned from bridge construction failures. Paper presented at the Second Forensic Engineering Con-gress, Puerto.
Guang, L. (2012). https://www.cet.com.cn/dfpd/tsgd/594779.shtml.
Hager, W. H., & Unger, J. (2010). Bridge Pier Scour under Flood Waves. Journal of Hydraulic Engineering, 136(10), 842-847. doi:https://doi.org/10.1061/(ASCE)HY.1943-7900.0000281
Harik, I. E., Shaaban, A. M., Gesund, H., Valli, G. Y. S., & Wang, S. T. (1990). United States bridge failures, 1951–1988. Journal of Performance of Con-structed Facilities, 4(4), 272–277.
Hong, J.-H., Chiew, Y.-M., Lu, J.-Y., Lai, J.-S., & Lin, Y.-B. (2012). Houfeng bridge failure in Taiwan. Journal of Hydraulic Engineering, 138(2), 186-198. doi:https://doi.org/10.1061/(ASCE)HY.1943-7900.0000430
Hung, C.-C., & Yau, W.-G. (2014). Behavior of scoured bridge piers subjected to flood-induced loads. Engineering Structures, 80, 241–250. doi:https://doi.org/10.1016/j.engstruct.2014.09.009
Ji, B. H., & Fu, Z. Q. (2010). Analysis of Domestic Bridge Collapse Accidents In Recent Years. China Civil Engineering Journal, 43(S), 495-498. doi:https://doi.org/10.15951/j.tmgcxb.2010.s1.010 (in Chinese)
Ko, Y.-Y., Chiou, J.-S., Tsai, Y.-C., & Chen, C.-H. (2014). Evaluation of Flood-Resistant Capacity of Scoured Bridges. Journal of Performance of Con-structed Facilities, 28 (1), 61-75 doi:https://doi.org/10.1061/(ASCE)CF.1943-5509.0000381
Lin, C., Bennett, C., Han, J., & Parsons, R. L. (2012). Integrated analysis of the performance of pile-supported bridges under scoured conditions. Engineer-ing Structures, 36, 27–38. doi:https://doi.org/10.1016/j.engstruct.2011.11.015
Madeleine M. Flint, Oliver Fringe, Sarah L. Billington, David Freyberg, & Diffenbaugh, N. S. (2017). Historical Analysis of Hydraulic Bridge Collapses in the Continental United States. Journal of Infrastructure Systems, 23(3), 1-16. doi:https://doi.org/10.1061/(ASCE)IS.1943-555X.0000354
Mengqi, L. (2010). http://news.sohu.com/20100819/n274335662.shtml.
Mingkang, L. (2010). https://cd.qq.com/zt2010/chongzhou/.
Montalvo, C., Cook, W., & Keeney, T. (2020). Retrospective Analysis of Hydraulic Bridge Collapse. Journal of Performance of Constructed Facilities, 34(1), 1-8. doi:https://doi.org/10.1061/(ASCE)CF.1943-5509.0001378
Moroni, M. O., Sarrazin, M., Venegas, B., & Villarroel, J. (2015). Seismic behavior of chilean bridges with seismic protection devices. Revista de la Con-strucción Journal of Construction, 1(1).
Rodrigo, B. G., Olària, S. R. i., Fernández-Ordoñez, D., & Gómez, J. M. C.-S. (2015). Rehabilitation of Historic Masonry Bridges: Lessons Learned from a Medieval Bridge in Northeast Spain. Revista de la Construcción Journal of Construction, 14(2), 9-13.
Sina. (2000). https://news.sina.com.cn/china/2000-08-28/121178.html.
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 doi:https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144)
Xinhuashe. (2010). https://war.163.com/photoview/00AN0001/10072.html#p=6C3OLBSD00AN0001.
Xu, D. (2003). Accident Environmental Risk Assessment in Bridge Construction. China Safety Science Journal, 13(8), 46-49. doi:https://doi.org/10.16265/j.cnki.issn1003-3033.2003.08.012 (in Chinese)
Xu, H. T., Guo, G. Z., Pu, H. L., & Yuan, M. (2007). Causes and lessons of bridge accidents in China in recent years. China Safety Science Journal, 17(11), 90-96. doi:https://doi.org/10.16265/j.cnki.issn1003-3033.2007.11.018 (in Chinese)
Zhaoting. (2010). http://news.sohu.com/20100729/n273847112.shtml.
Zhou, X., & Zhang, X. (2019). Thoughts on the Development of Bridge Technology in China. Engineering, 5, 1120–1130. doi:https://doi.org/10.1016/j.eng.2019.10.001
Zhuang, D., Xiao, R., Jia, L., & Sun, B. (2020). Failure analysis for overall stability against sliding and overturning of a girder bridge. Engineering Failure Analysis, 109, 1-13. doi: https://doi.org/10.1016/j.engfailanal.2019.104271
Downloads
Published
Versions
- 2022-09-01 (5)
- 2022-08-31 (4)
- 2022-08-31 (3)
- 2022-08-31 (2)
- 2022-08-31 (1)
How to Cite
Issue
Section
License
Copyright (c) 2022 Sifeng Qin, Huili Wang, Zhikang Luo
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
