Case Studies of Liquefaction-Induced Damages to Two Pile-Supported River Bridges in China
Publication: Journal of Performance of Constructed Facilities
Volume 33, Issue 5
Abstract
Pile-supported river bridges continue to collapse after most major earthquakes in the event of liquefaction. The identified failure mechanisms of piles in liquefied soil are (1) bending failure due to inertial loads of the superstructure and kinematic loads due to the lateral spreading of soil; (2) shear failure due to shear loads; (3) buckling instability failure due to vertical loads and associated imperfections; (4) settlement failure due to loss of effective stress in the liquefied zone; and (5) failure due to the effects related to elongation of the natural period of the piers (also referred to as dynamic failure). This paper revisits the collapse of Shengli Bridge (Tangshan, China) (due to the 1976 Tangshan earthquake) and Panshan Bridge (Panjin, China) (due to the 1975 Haicheng earthquake) based on the aforementioned failure mechanisms. It has been concluded that pile-supported bridges in liquefiable soil can collapse due to each of these five failure mechanisms or due to a suitable combination thereof. It is therefore quite imperative to take all the failure mechanisms into consideration when designing pile foundations in liquefiable soil. The simplified calculation procedure presented in this paper can also be used to carry out the design of bridge piles in liquefiable soil.
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Acknowledgments
The first author would like to thank the Commonwealth Scholarship Commission (CSC), United Kingdom, for sponsoring his Ph.D. program at the University of Surrey (CSC Ref. No. INCS-2016-210). This work has been carried out as a part of this Ph.D. study.
References
Adams, R. 1976. “The Haicheng, China, earthquake of 4 February, 1975; the first successfully predicted major earthquake.” Bull. New Zealand Nat. Soc. Earthquake Eng. 9 (1): 32–42.
API (American Petroleum Institute). 2007. “Recommended practice for planning, designing and constructing fixed offshore platforms: Working stress design.” In API Recommended Practice. API: Washington, DC.
Armstrong, R. J., R. W. Boulanger, and M. H. Beaty. 2014. “Equivalent static analysis of piled bridge abutments affected by earthquake-induced liquefaction.” J. Geotech. Geoenviron. Eng. 140 (8): 04014046. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001152.
Ashford, S. A., R. W. Boulanger, and S. J. Brandenberg. 2011. Recommended design practice for pile foundations in laterally spreading ground. Berkeley, CA: Pacific Earthquake Engineering Research.
Ashour, M., and A. Helal. 2017. “Pre-liquefaction and post-liquefaction responses of axially loaded piles in sands.” Int. J. Geomech. 17 (9): 04017073. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000968.
Bhattacharya, S., and K. Goda. 2013. “Probabilistic buckling analysis of axially loaded piles in liquefiable soils.” Soil Dyn. Earthquake Eng. 45 (Feb): 13–24. https://doi.org/10.1016/j.soildyn.2012.10.004.
Bhattacharya, S., and S. P. G. Madabhushi. 2008. “A critical review of methods for pile design in seismically liquefiable soils.” Bull. Earthquake Eng. 6 (3): 407–446. https://doi.org/10.1007/s10518-008-9068-3.
Bhattacharya, S., S. P. G. Madabhushi, and M. D. Bolton. 2004. “An alternative mechanism of pile failure in liquefiable deposits during earthquakes.” Géotechnique 54 (3): 203–213. https://doi.org/10.1680/geot.2004.54.3.203.
Bhattacharya, S., K. Tokimatsu, K. Goda, R. Sarkar, M. Shadlou, and M. Rouholamin. 2014. “Collapse of Showa Bridge during 1964 Niigata earthquake: A quantitative reappraisal on the failure mechanisms.” Soil Dyn. Earthq. Eng. 65: 55–71. https://doi.org/10.1016/j.soildyn.2014.05.004.
Boulanger, R. W., and I. M. Idriss. 2006. “Liquefaction susceptibility criteria for silts and clays.” J. Geotech. Geoenviron. Eng. 132 (11): 1413–1426. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1413).
Brandenberg, S. J. 2005. “Behavior of pile foundations in liquefied and laterally spreading ground.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of California.
Brandenberg, S. J., R. W. Boulanger, B. L. Kutter, and D. Chang. 2005. “Behavior of pile foundations in laterally spreading ground during centrifuge tests.” J. Geotech. Geoenviron. Eng. 131 (11): 1378–1391. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1378).
Brandenberg, S. J., R. W. Boulanger, B. L. Kutter, and D. Chang. 2007. “Static pushover analyses of pile groups in liquefied and laterally spreading ground in centrifuge tests.” J. Geotech. Geoenviron. Eng. 133 (9): 1055–1066. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:9(1055).
Bureau of Indian Standards. 1980. Design aids for reinforced concrete to IS:456-1978. SP-16. New Delhi, India: Bureau of Indian Standards.
Caltrans. 2012. “Guidelines on foundation loading and deformation due to liquefaction induced lateral spreading. Sacramento, CA: California Dept. of Transportation.
Chen, W. F., and L. Duan. 2003. Bridge engineering: Seismic design. Boca Raton, FL: CRC Press.
Cubrinovski, M., K. Ishihara, and H. G. Poulos. 2009. “Pseudo-static analysis of piles subjected to lateral spreading.” Bull. New Zealand Soc. Earthquake Eng. 42 (1): 28–38.
Cubrinovski, M., A. Winkley, J. Haskell, A. Palermo, L. Wotherspoon, K. Robinson, B. Bradley, P. Brabhaharan, and M. Hughes. 2014. “Spreading-induced damage to short-span bridges in Christchurch, New Zealand.” Earthquake Spectra 30 (1): 57–83. https://doi.org/10.1193/030513EQS063M.
Dash, S. R., S. Bhattacharya, and A. Blakeborough. 2010. “Bending-buckling interaction as a failure mechanism of piles in liquefiable soils.” Soil Dyn. Earthquake Eng. 30 (1–2): 32–39. https://doi.org/10.1016/j.soildyn.2009.08.002.
Dash, S. R., L. Govindaraju, and S. Bhattacharya. 2009. “A case study of damages of the Kandla Port and Customs Office tower supported on a mat-pile foundation in liquefied soils under the 2001 Bhuj earthquake.” Soil Dyn. Earthquake Eng. 29 (2): 333–346. https://doi.org/10.1016/j.soildyn.2008.03.004.
Federal Highway Administration. 1997. Earthquake engineering for highways, design principles, volume 1. Washington, DC: Federal Highway Administration.
Gao, X., X. Z. Ling, L. Tang, and P. J. Xu. 2011. “Soil-pile-bridge structure interaction in liquefying ground using shake table testing.” Soil Dyn. Earthquake Eng. 31 (7): 1009–1017. https://doi.org/10.1016/j.soildyn.2011.03.007.
Haitao, W., G. Da, and W. Dongsheng. 2017. “Seismic damage mode and seismic response of gravity abutment in liquefied ground.” [In Chinese.] World Earthquake Eng. 33 (1): 172–180.
Huixian, L., G. W. Housner, X. Lili, and H. Duxin. 2002. The Great Tangshan earthquake of 1976. Pasadena, CA: Earthquake Engineering Research Laboratory, California Institute of Technology.
Idriss, I. M., and R. W. Boulanger. 2008. Soil liquefaction during earthquakes. Oakland, CA: Earthquake Engineering Research Institute.
Imai, T., and K. Tonouchi. 1982. “Correlation of N-value with S-wave velocity and shear modulus.” In Proc., 2nd European Symp. of Penetration Testing, 57–72. Leiden, Netherlands: A.A. Balkema.
IS (Bureau of Indian Standards). 2000. Indian standard for plain and reinforced concrete. IS-456. New Delhi, India: Bureau of Indian Standards.
JRA (Japan Road Association). 2002. Seismic design specifications for highway bridges. Tokyo: JRA.
JSCE (Japan Society of Civil Engineers). 2000. Earthquake resistant design codes in Japan. Tokyo: JSCE.
Liu, H., C. Wang, and L. Wong. 1991. “Slides of river banks concerning lateral spread of liquefaction.” In Proc., 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 507–514. Rolla, MO: Univ. of Missouri-Rolla.
Mohanty, P., and S. Bhattacharya. 2018. “Reasons for mid-span failure of pile supported bridges in case of subsurface liquefaction.” In Proc., 5th Geo-China Int. Conf. Reston, VA: ASCE.
Mohanty, P., S. C. Dutta, and S. Bhattacharya. 2017. “Proposed mechanism for mid-span failure of pile supported river bridges during seismic liquefaction.” Soil Dyn. Earthquake Eng. 102 (Nov): 41–45. https://doi.org/10.1016/j.soildyn.2017.08.013.
Moss, R. E. S., R. Kayen, L. Tong, S. Liu, G. Cai, and J. Wu. 2009. Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Berkeley: Pacific Earthquake Engineering Research Center, College of Engineering, Univ. of California.
National Standard for People’s Republic of China. 2010. Code for seismic design of building. GB50011. Beijing: National Standard for People’s Republic of China.
Rollins, K. M., T. M. Gerber, J. D. Lane, and S. A. Ashford. 2005. “Lateral resistance of a full-scale pile group in liquefied sand.” J. Geotech. Geoenviron. Eng. 131 (1): 115–125. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:1(115).
Shengcong, F., and F. Tatsuoka. 1984. “Soil liquefaction during Haicheng and Tangshan earthquake in China: A review.” Soils Found. 24 (4): 11–29. https://doi.org/10.3208/sandf1972.24.4_11.
Tang, L., B. H. Maula, X. Ling, and L. Su. 2014. “Numerical simulations of shake-table experiment for dynamic soil-pile-structure interaction in liquefiable soils.” Earthquake Eng. Eng. Vibr. 13 (1): 171–180. https://doi.org/10.1007/s11803-014-0221-5.
Tang, L., P. Xu, X. Ling, and X. Gao. 2008. “Shaking table test and numerical simulation for seismic soil-pile-bridge structure interaction in liquefiable ground.” In Proc., 14th World Conf. on Earthquake Engineering. Beijing: China Earthquake Administration, Ministry of Construction.
Ticotimes. 2014. “140918LimonEarthquake02.” Accessed March 10, 2018. http://www.ticotimes.net/limon-earthquake-2.
Tokimatsu, K., and Y. Asaka. 1998. “Effects of liquefaction-induced displacements on pile performance in the 1995 Hyogoken-Nambu earthquake.” Soils Found. 38 (Special Issue): 163–177. https://doi.org/10.3208/sandf.38.Special_163.
Tokimatsu, K., H. Suzuki, and M. Sato. 2005. “Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation.” Soil Dyn. Earthquake Eng. 25 (7–10): 753–762. https://doi.org/10.1016/j.soildyn.2004.11.018.
Weiler, W. A. 1988. “Small strain shear modulus of clay.” In ASCE conf. on earthquake engineering and soil dynamics II: Recent advances in ground motion evaluation, Geotechnical special technical publication 20, 331–335. New York: ASCE.
Wilson, D. W., R. W. Boulanger, and B. L. Kutter. 2000. “Observed seismic lateral resistance of liquefying sand.” J. Geotech. Geoenviron. Eng. 126 (10): 898–906. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:10(898).
Yang, Z., A. Elgamal, and E. Parra. 2003. “Computational model for cyclic mobility and associated shear deformation.” J. Geotech. Geoenviron. Eng. 129 (12): 1119–1127. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:12(1119).
Yoshida, N., and M. Hamada. 1991. “Damage to foundation piles and deformation pattern of ground due to liquefaction-induced permanent ground deformations.” In Proc., 3rd Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, 141–161. Buffalo, NY: National Center for Earthquake Engineering Research, State Univ. of New York.
Youd, T., C. Hansen, and S. Bartlett. 2002. “Revised multi-linear regression equations for prediction of lateral spread displacement.” J. Geotech. Geoenviron. Eng. 128 (12): 1007–1017. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:12(1007).
Zhang, B., and C. Wenbo. 1980. “Subdivision of tectonic units in the north-China fault block region and some problems about their boundaries.” In Formation and development of the north-China fault block region. Henderson, NV: Science Press.
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Journal of Performance of Constructed Facilities
Volume 33 • Issue 5 • October 2019
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©2019 American Society of Civil Engineers.
History
Received: Apr 2, 2018
Accepted: Dec 10, 2018
Published online: Jul 8, 2019
Published in print: Oct 1, 2019
Discussion open until: Dec 8, 2019
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