Seismic Damage Analysis of Piled Pier System Constructed on Soft Clay Ground
Publication: Journal of Bridge Engineering
Volume 26, Issue 3
Abstract
Due to the complex clay–pile interaction and significant amplification effect of soft clay, the seismic performance of the piled bridge in soft clay ground is largely unassured. In this study, a suite of both parametric and fragility analyses was performed to investigate the seismic performance of piled pier systems installed in soft clays, in which a validated hyperbolic–hysteretic model and an equivalent elastic–perfectly plastic model were employed to depict the dynamic behaviors of the clay and pile–pier system, respectively. The clay–pile–pier systems were found to be effectively influenced by the factors, namely, ground motion intensity, bridge girder mass, and pile flexural rigidity, to varying extents. The seismic response of the pile was comparatively more complex, which was generally nonlinear against each of the factors considered and predominantly influenced by the kinematic effects induced by the surrounding clays. Furthermore, the maximum curvature response was found to be more applicable to describing the evolving damage states of the pile–pier systems under seismic shakings. Subsequently, a total of four different damage states of the pile–pier system were quantified in terms of the curvature ductility, and the plots of probability of the clay–pile–pier system exceeding one specific damage stage against the ground motion intensity were obtained from the fragility analyses.
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Acknowledgments
This work was financially supported by the National Natural Science Foundation of China (Grant No. 51808421) and the Fundamental Research Funds for the Central Universities (WUT: 2020III043, WUT: 2019IVB032). Their support is greatly appreciated.
References
Armstrong, R. J., R. W. Boulanger, and M. H. Beaty. 2013. “Liquefaction effects on piled bridge abutments: Centrifuge tests and numerical analyses.” J. Geotech. Geoenviron. Eng. 139 (3): 433–443. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000780.
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.
Banerjee, S., S. H. Goh, and F. H. Lee. 2014. “Earthquake-induced bending moment in fixed-head piles in soft clay.” Géotechnique 64 (6): 431–446. https://doi.org/10.1680/geot.12.P.195.
Bao, Y., G. Ye, B. Ye, and F. Zhang. 2012. “Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures.” Soils Found. 52 (2): 257–278. https://doi.org/10.1016/j.sandf.2012.02.005.
Berrill, J. B., S. A. Christensen, R. P. Keenan, W. Okada, and J. R. Pettinga. 2001. “Case study of lateral spreading forces on a piled foundation.” Géotechnique 51 (6): 501–517. https://doi.org/10.1680/geot.2001.51.6.501.
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. Earthquake Eng. 65: 55–71. https://doi.org/10.1016/j.soildyn.2014.05.004.
Boulanger, R. W., C. J. Curras, B. L. Kutter, D. W. Wilson, and A. Abghari. 1999. “Seismic soil–pile–structure interaction experiments and analyses.” J. Geotech. Geoenviron. Eng. 125 (9): 750–759. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:9(750).
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., P. Kashighandi, J. Zhang, Y. Huo, and M. Zhao. 2011. “Fragility functions for bridges in liquefaction-induced lateral spreads.” Earthquake Spectra 27 (3): 683–717. https://doi.org/10.1193/1.3610248.
Chen, W. F., and E. M. Lui. 2005. Earthquake engineering for structural design. Boca Raton, FL: CRC Press.
Choi, E., R. DesRoches, and B. Nielson. 2004. “Seismic fragility of typical bridges in moderate seismic zones.” Eng. Struct. 26 (2): 187–199. https://doi.org/10.1016/j.engstruct.2003.09.006.
Cornell, A. C., F. Jalayer, R. O. Hamburger, and D. A. Foutch. 2002. “Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines.” J. Struct. Eng. 128 (4): 526–533. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526).
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.
Dehghanpoor, A., D. Thambiratnam, E. Taciroglu, and T. Chan. 2019. “Soil–pile–superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions.” Soil Dyn. Earthquake Eng. 126: 105753. https://doi.org/10.1016/j.soildyn.2019.105753.
Drygala, I. J., J. M. Dulinska, and M. Wazowski. 2017. “Seismic performance of a cable-stayed footbridge using a concrete damage plasticity model.” Procedia Eng. 193: 525–532. https://doi.org/10.1016/j.proeng.2017.06.246.
Elahi, H., M. Moradi, H. G. Poulos, and A. Ghalandarzadeh. 2010. “Pseudostatic approach for seismic analysis of pile group.” Comput. Geotech. 37 (1–2): 25–39. https://doi.org/10.1016/j.compgeo.2009.07.001.
Elgamal, A., L. Yan, Z. Yang, and J. P. Conte. 2008. “Three-dimensional seismic response of bridge foundation–ground system.” J. Struct. Eng. 134 (7): 1165–1176. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1165).
Gao, X., X. Ling, L. Tang, and P. 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.
Goh, S. H., and L. Zhang. 2017. “Estimation of peak acceleration and bending moment for pile–raft systems embedded in soft clay subjected to far-field seismic excitation.” J. Geotech. Geoenviron. Eng. 143 (11): 04017082. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001779.
Guan, Z., X. Chen, and J. Li. 2018. “Experimental investigation of the seismic performance of bridge models with conventional and rocking pile group foundations.” Eng. Struct. 168: 889–902. https://doi.org/10.1016/j.engstruct.2018.03.021.
Ha, J. G., K. W. Ko, S. B. Jo, H. J. Park, and D. S. Kim. 2019. “Investigation of seismic performances of unconnected pile foundations using dynamic centrifuge tests.” Bull. Earthquake Eng. 17 (5): 2433–2458. https://doi.org/10.1007/s10518-018-00530-y.
Hwang, H., J. B. Jernigan, and Y. W. Lin. 2000. “Evaluation of seismic damage to Memphis bridges and highway systems.” J. Bridge Eng. 5 (4): 322–330. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:4(322).
Jankowiak, T., and T. Łodygowski. 2005. “Identification of parameters of concrete damage plasticity constitutive model.” Found. Civ. Environ. Eng. 6 (1): 53–69.
Liang, F., Y. Jia, W. Xie, L. Sun, and H. Chen. 2019. “Transverse response of pile group foundations supporting a long-span cable-stayed bridge under uniform and nonuniform excitation.” Soil Dyn. Earthquake Eng. 121: 57–74. https://doi.org/10.1016/j.soildyn.2019.03.002.
Liu, Y., and L. Zhang. 2019. “Seismic response of pile–raft system embedded in spatially random clay.” Géotechnique 69 (7): 638–645. https://doi.org/10.1680/jgeot.17.T.015.
Mayoral, J. M., Y. Alberto, M. J. Mendoza, and M. P. Romo. 2009. “Seismic response of an urban bridge-support system in soft clay.” Soil Dyn. Earthquake Eng. 29 (5): 925–938. https://doi.org/10.1016/j.soildyn.2008.10.007.
Mayoral, J. M., F. A. Flores, and M. P. Romo. 2011. “Seismic response evaluation of an urban overpass.” Earthquake Eng. Struct. Dyn. 40 (8): 827–845. https://doi.org/10.1002/eqe.1062.
Mayoral, J. M., and M. P. Romo. 2015. “Seismic response of bridges with massive foundations.” Soil Dyn. Earthquake Eng. 71: 88–99. https://doi.org/10.1016/j.soildyn.2015.01.008.
McGann, C. R., and P. Arduino. 2014. “Numerical assessment of three-dimensional foundation pinning effects during lateral spreading at the Mataquito River Bridge.” J. Geotech. Geoenviron. Eng. 140 (8): 04014037. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001134.
Meymand, P. J. 1998. “Shaking table scale model test of nonlinear soil–pile–superstructure interaction in soft clay.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California.
Miao, Y., E. Yao, B. Ruan, and H. Zhuang. 2018. “Seismic response of shield tunnel subjected to spatially varying earthquake ground motions.” Tunnelling Underground Space Technol. 77: 216–226. https://doi.org/10.1016/j.tust.2018.04.006.
Mitchell, D., S. Huffman, R. Tremblay, M. Saatcioglu, D. Palermo, R. Tinawi, and D. Lau. 2013. “Damage to bridges due to the 27 February 2010 Chile earthquake.” Can. J. Civ. Eng. 40 (8): 675–692. https://doi.org/10.1139/l2012-045.
MTPRC (Ministry of Transport of the People’s Republic of China). 2019. “2018 Statistical bulletin of the development of the transportation industry.” Accessed April 12, 2019. http://xxgk.mot.gov.cn/jigou/zhghs/201904/t20190412_3186720.html.
Nielson, B. G., and R. DesRoches. 2007. “Analytical seismic fragility curves for typical bridges in the central and southeastern United States.” Earthquake Spectra 23 (3): 615–633. https://doi.org/10.1193/1.2756815.
NSPRC (National standard of the People’s Republic of China). 2010.Code for seismic design of buildings. GB50011-2010. Beijing: Ministry of Construction of Peoples Republic of China.
Padgett, J. E., B. G. Nielson, and R. DesRoches. 2008. “Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios.” Earthquake Eng. Struct. Dyn. 37 (5): 711–725. https://doi.org/10.1002/eqe.782.
Pantelides, C. P., J. P. Ward, and L. D. Reaveley. 2004. “Behavior of R/C bridge bent with grade beam retrofit under simulated earthquake loads.” Earthquake Spectra 20 (1): 91–118. https://doi.org/10.1193/1.1646163.
Quek, S. T., Y. P. Teo, and T. Balendra. 1990. “Non-stationary structural response with evolutionary spectra using seismological input model.” Earthquake Eng. Struct. Dyn. 19 (2): 275–288. https://doi.org/10.1002/eqe.4290190210.
Rahmani, A., M. Taiebat, and W. D. L. Finn. 2014. “Nonlinear dynamic analysis of Meloland Road overpass using three-dimensional continuum modeling approach.” Soil Dyn. Earthquake Eng. 57: 121–132. https://doi.org/10.1016/j.soildyn.2013.11.004.
Rele, R. R., P. K. Dammala, S. Bhattacharya, R. Balmukund, and S. Mitoulis. 2019. “Seismic behaviour of rocking bridge pier supported by elastomeric pads on pile foundation.” Soil Dyn. Earthq. Eng. 124: 98–120.
Shang, Y., A. Alipour, and A. Ye. 2018. “Selection of input motion for seismic analysis of scoured pile-supported bridge with simplified models.” J. Struct. Eng. 144 (8): 04018099. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002067.
Soneji, B. B., and R. S. Jangid. 2008. “Influence of soil–structure interaction on the response of seismically isolated cable-stayed bridge.” Soil Dyn. Earthquake Eng. 28 (4): 245–257. https://doi.org/10.1016/j.soildyn.2007.06.005.
Sun, L., and W. Xie. 2019. “Evaluation of pile–soil–structure interaction effects on the seismic responses of a super long-span cable-stayed bridge in the transverse direction: A shaking table investigation.” Soil Dyn. Earthquake Eng. 125: 105755. https://doi.org/10.1016/j.soildyn.2019.105755.
Tabesh, A., and H. G. Poulos. 2001. “Pseudostatic approach for seismic analysis of single piles.” J. Geotech. Geoenviron. Eng. 127 (9): 757–765. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:9(757).
Takahashi, A., H. Sugita, and S. Tanimoto. 2010. “Forces acting on bridge abutments over liquefied ground.” Soil Dyn. Earthquake Eng. 30 (3): 146–156. https://doi.org/10.1016/j.soildyn.2009.10.007.
Tang, L., X. Ling, P. Xu, X. Gao, and D. Wang. 2010. “Shake table test of soil–pile groups–bridge structure interaction in liquefiable ground.” Earthquake Eng. Eng. Vib. 9 (1): 39–50. https://doi.org/10.1007/s11803-009-8131-7.
Tinawi, R., M. Sarrazin, and A. Filiatrault. 1993. “Influence of soft clays on the response spectra for structures in eastern Canada.” Soil Dyn. Earthquake Eng. 12 (8): 469–477. https://doi.org/10.1016/0267-7261(93)90031-L.
Tombari, A., M. H. El Naggar, and F. Dezi. 2017. “Impact of ground motion duration and soil non-linearity on the seismic performance of single piles.” Soil Dyn. Earthquake Eng. 100: 72–87. https://doi.org/10.1016/j.soildyn.2017.05.022.
Wang, S. C., K. Y. Liu, C. H. Chen, and K. C. Chang. 2015. “Experimental investigation on seismic behavior of scoured bridge pier with pile foundation.” Earthquake Eng. Struct. Dyn. 44 (6): 849–864. https://doi.org/10.1002/eqe.2489.
Wang, X., A. Ye, and B. Ji. 2019. “Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials.” Eng. Struct. 198: 109427. https://doi.org/10.1016/j.engstruct.2019.109427.
Wang, Z., L. Dueñas-Osorio, and J. E. Padgett. 2014. “Influence of soil–structure interaction and liquefaction on the isolation efficiency of a typical multispan continuous steel girder bridge.” J. Bridge Eng. 19 (8): A4014001. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000526.
Xie, Y., Y. Huo, and J. Zhang. 2017. “Development and validation of p–y modeling approach for seismic response predictions of highway bridges.” Earthquake Eng. Struct. Dyn. 46 (4): 585–604. https://doi.org/10.1002/eqe.2804.
Yashinsky, M. 1998. “The Loma Prieta, California, Earthquake of October 17, 1989--Highway Systems.” U.S. Geological Survey Professional Paper 1552-B. Washington, DC: United States Government Printing Office.
Zhang, L., S. H. Goh, and H. Liu. 2017a. “Seismic response of pile–raft–clay system subjected to a long-duration earthquake: Centrifuge test and finite element analysis.” Soil Dyn. Earthquake Eng. 92: 488–502. https://doi.org/10.1016/j.soildyn.2016.10.018.
Zhang, L., S. H. Goh, and J. Yi. 2017b. “A centrifuge study of the seismic response of pile–raft systems embedded in soft clay.” Géotechnique 67 (6): 479–490. https://doi.org/10.1680/jgeot.15.P.099.
Zhang, L., Y. Liu, and J. Hu. 2017c. “Statistical analysis of earthquake-induced bending moment in fixed-head piles embedded in soft clay.” J. Eng. Mech. 143 (9): 04017059. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001269.
Zhang, Y., J. P. Conte, Z. Yang, A. Elgamal, J. Bielak, and G. Acero. 2008. “Two-dimensional nonlinear earthquake response analysis of a bridge–foundation–ground system.” Earthquake Spectra 24 (2): 343–386. https://doi.org/10.1193/1.2923925.
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Published In
Journal of Bridge Engineering
Volume 26 • Issue 3 • March 2021
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© 2020 American Society of Civil Engineers.
History
Received: Mar 17, 2020
Accepted: Sep 29, 2020
Published online: Dec 28, 2020
Published in print: Mar 1, 2021
Discussion open until: May 28, 2021
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