Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 8
Abstract
Considerable bridge-ground interaction effects are involved when evaluating the consequences of liquefaction-induced deformations. Due to seismic excitation, liquefied soil layers may result in substantial accumulated permanent deformation due to the sloping ground near the abutments. Ultimately, global response of the bridge is dictated by soil-structure interaction considerations of the entire bridge-ground system. Of particular interest is the scenario of narrow waterways where interaction between downslope deformations at both ends of the bridge takes place. In order to highlight the involved salient mechanisms, this study investigates the longitudinal response of an overall bridge-ground system. For that purpose, a full three-dimensional (3D) finite-element (FE) model is developed, motivated by details of an existing narrow waterway bridge-ground configuration. As such, a realistic multilayer soil profile is considered with interbedded liquefiable/nonliquefiable strata. Specific attention is given to global response of the bridge structure as an integral entity due to ground deformation in the vicinity of the abutments. The overall results indicated that downslope deformations at both ends of the bridge may result in significant interference within the narrow waterway central section. As such, assessment of deformations at each slope separately might lead to unrealistic outcomes. Generally, the analysis technique as well as the derived insights are of significance for the seismic response of bridge systems with downslope ground deformations.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This research was supported by the California Department of Transportation (Caltrans) under Contract No. 65A0548 with Dr. Charles Sikorsky as the project manager.
References
Arduino, P., et al. 2010. Geo-engineering reconnaissance of the 2010 Maule, Chile earthquake. Samos Island, Greece: GEER Association.
Ashford, S. A., R. W. Boulanger, and S. J. Brandenberg. 2011. Recommended design practice for pile foundations in laterally spreading ground. Berkeley, CA: Univ. of California.
Ashford, S. A., R. W. Boulanger, S. J. Brandenberg, and T. Shantz. 2009. “Overview of recommended analysis procedures for pile foundations in laterally spreading ground.” In Technical Council on Lifeline Earthquake Engineering 2009: Lifeline Earthquake Engineering in a Multihazard Environment, 1–8. Reston, VA: ASCE. https://doi.org/10.1061/41050(357)56.
Aygün, B., L. Dueñas-Osorio, J. E. Padgett, and R. DesRoches. 2009. “Seismic vulnerability of bridges susceptible to spatially distributed soil liquefaction hazards.” In Proc., Structures Congress 2009: Don’t Mess with Structural Engineers: Expanding Our Role, 1–10. Reston, VA: ASCE. https://doi.org/10.1061/41031(341)33.
Aygün, B., L. Dueñas-Osorio, J. E. Padgett, and R. DesRoches. 2010. “Efficient longitudinal seismic fragility assessment of a multispan continuous steel bridge on liquefiable soils.” J. Bridge Eng. 16 (1): 93–107. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000131.
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.
Boulanger, R. W., D. Chang, S. J. Brandenberg, R. J. Armstrong, and B. L. Kutter. 2007. “Seismic design of pile foundations for liquefaction effects.” In Earthquake geotechnical engineering, 277–302. Dordrecht, Netherlands: Springer.
Chan, A. H. C. 1988. “A unified finite element solution to static and dynamic problems in geomechanics.” Ph.D. thesis, Dept. of Civil Engineering, Univ. College of Swansea.
Cubrinovski, M., et al. 2011. “Geotechnical aspects of the 22 February 2011 Christchurch earthquake.” Bull. N. Z. Soc. Earthquake Eng. 44 (4): 205–226. https://doi.org/10.5459/bnzsee.44.4.205-226.
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.
Elgamal, A., and J. Lu. 2009. “A framework for 3D finite element analysis of lateral pile system response.” In Contemporary topics in in situ testing, analysis, and reliability of foundations, 616–623. Reston, VA: ASCE. https://doi.org/10.1061/41022(336)79.
Elgamal, A., L. Yan, and Z. Yang. 2008. “Three-dimensional seismic response of Humboldt Bay bridge-foundation-ground system.” J. Struct. Eng. 134 (7): 1165–1176. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1165).
Filippou, F. C., E. P. Popov, and V. V. Bertero. 1983. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Berkeley, CA: Univ. of California.
Ghofrani, A., C. R. McGann, and P. Arduino. 2016. “Influence of modeling decisions on three-dimensional finite element analysis of two existing highway bridges subjected to lateral spreading.” Transp. Res. Rec. 2592 (1): 143–150. https://doi.org/10.3141/2592-16.
Giuffrè, A., and P. E. Pinto. 1970. “II comportamento del cemento armato per sollecitazioni ciclichedi forte intensità” [Behavior of reinforced concrete under strong cyclic loads]. [In Italian.] Giornale del Genio Civile 108 (5): 391–408.
Hamada, M., R. Isoyama, and K. Wakamatsu. 1996. “Liquefaction-induced ground displacement and its related damage to lifeline facilities.” Soils Found. 36 (Special): 81–97. https://doi.org/10.3208/sandf.36.Special_81.
He, L., J. Ramirez, J. Lu, L. Tang, A. Elgamal, and K. Tokimatsu. 2017. “Lateral spreading near deep foundations and influence of soil permeability.” Can. Geotech. J. 54 (6): 846–861. https://doi.org/10.1139/cgj-2016-0162.
Idriss, I. M., and J. I. Sun. 1993. User’s manual for SHAKE91: A computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits. Davis, CA: University of California Press.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97 (7): 1969–1990. https://doi.org/10.1061/JSDEAG.0002957.
Khosravifar, A., A. Elgamal, J. Lu, and J. Li. 2018. “A 3D model for earthquake-induced liquefaction triggering and post-liquefaction response.” Soil Dyn. Earthquake Eng. 110 (Jul): 43–52. https://doi.org/10.1016/j.soildyn.2018.04.008.
Ledezma, C., et al. 2012. “Effects of ground failure on bridges, roads, and railroads.” Supplement, Earthquake Spectra 28 (S1): 119–143. https://doi.org/10.1193/1.4000024.
Ledezma, C., and J. D. Bray. 2010. “Probabilistic performance-based procedure to evaluate pile foundations at sites with liquefaction-induced lateral displacement.” J. Geotech. Geoenviron. Eng. 136 (3): 464–476. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000226.
Lu, J., A. Elgamal, L. Yan, K. H. Law, and J. P. Conte. 2011. “Large-scale numerical modeling in geotechnical earthquake engineering.” Int. J. Geomech. 11 (6): 490–503. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000042.
Lysmer, J., and R. L. Kuhlemeyer. 1969. “Finite dynamic model for infinite media.” J. Eng. Mech. Div. 95 (4): 859–877. https://doi.org/10.1061/JMCEA3.0001144.
Mander, J. B., M. J. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
McGann, C. R. 2020. “Parametric assessment of equivalent static procedure accounting for foundation-pinning effects in analysis of piled bridge abutments subject to lateral spreading.” J. Geotech. Geoenviron. Eng. 146 (7): 04020055. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002295.
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.
McGann, C. R., and P. Arduino. 2015. “Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation.” Soil Dyn. Earthquake Eng. 79 (Dec): 379–390. https://doi.org/10.1016/j.soildyn.2015.04.024.
McKenna, F., M. Scott, and G. Fenves. 2010. “Nonlinear finite-element analysis software architecture using object composition.” J. Comput. Civ. Eng. 24 (1): 95–107. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000002.
Menegotto, M., and P. Pinto. 1973. “Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending.” In Proc., Int. Association for Bridge and Structural Engineering Symp. on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, 15–22. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Neuenhofer, A., and F. C. Filippou. 1997. “Evaluation of nonlinear frame finite element models.” J. Struct. Eng. 123 (7): 958–966. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(958).
NIST (National Institute of Technology and Standards). 2017. Guidelines for nonlinear structural analysis for design of buildings, part IIa—Steel moment frames. NIST GCR 17-917-46v1. Gaithersburg, MD: NIST.
Padgett, J. E., J. Ghosh, and L. Dueñas-Osorio. 2013. “Effects of liquefiable soil and bridge modelling parameters on the seismic reliability of critical structural components.” Struct. Infrastruct. Eng. 9 (1): 59–77. https://doi.org/10.1080/15732479.2010.524654.
Qiu, Z. 2020. “Computational modeling of ground-bridge seismic response and liquefaction scenarios.” Ph.D. thesis, Dept. of Structural Engineering, Univ. of California.
Qiu, Z., A. Ebeido, A. Almutairi, J. Lu, A. Elgamal, P. B. Shing, and G. Martin. 2020. “Aspects of bridge-ground seismic response and liquefaction-induced deformations.” Earthquake Eng. Struct. Dyn. 49 (4): 375–393. https://doi.org/10.1002/eqe.3244.
Scott, M., and G. Fenves. 2006. “Plastic hinge integration methods for force-based beam-column elements.” J. Struct. Eng. 132 (2): 244–252. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(244).
Seed, R. B., et al. 1990. Preliminary report on the principal geotechnical aspects of the October 17, 1989 Loma Prieta earthquake. Berkeley, CA: Univ. of California.
Shin, H., P. Arduino, S. L. Kramer, and K. Mackie. 2008. “Seismic response of a typical highway bridge in liquefiable soil.” In Geotechnical earthquake engineering and soil dynamics IV, 1–11. Reston, VA: ASCE. https://doi.org/10.1061/40975(318)164.
Soltanieh, S., M. M. Memarpour, and F. Kilanehei. 2019. “Performance assessment of bridge-soil-foundation system with irregular configuration considering ground motion directionality effects.” Soil Dyn. Earthquake Eng. 118 (Mar): 19–34. https://doi.org/10.1016/j.soildyn.2018.11.006.
Su, L., J. Lu, A. Elgamal, and A. K. Arulmoli. 2017. “Seismic performance of a pile-supported wharf: Three-dimensional finite element simulation.” Soil Dyn. Earthquake Eng. 95 (Apr): 167–179. https://doi.org/10.1016/j.soildyn.2017.01.009.
Tokimatsu, K., and Y. Asaka. 1998. “Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake.” Soils Found. 38 (Special): 163–177. https://doi.org/10.3208/sandf.38.Special_163.
Turner, B., S. J. Brandenberg, and J. P. Stewart. 2013. “Evaluation of collapse and non-collapse of parallel bridges affected by liquefaction and lateral spreading.” In Proc., 10th Int. Conf. on Urban Earthquake Engineering. Tokyo: Tokyo Institute of Technology.
Turner, B. J., S. J. Brandenberg, and J. P. Stewart. 2016. “Case study of parallel bridges affected by liquefaction and lateral spreading.” J. Geotech. Geoenviron. Eng. 142 (7): 05016001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001480.
Verdugo, R., N. Sitar, J. D. Frost, J. D. Bray, G. Candia, T. Eldridge, Y. Hashash, S. M. Olson, and A. Urzua. 2012. “Seismic performance of earth structures during the February 2010 Maule, Chile, earthquake: Dams, levees, tailings dams, and retaining walls.” Supplement, Earthquake Spectra 28 (S1): 75–96. https://doi.org/10.1193/1.4000043.
Wang, Z., L. Dueñas-Osorio, and J. E. Padgett. 2013a. “Seismic response of a bridge–soil–foundation system under the combined effect of vertical and horizontal ground motions.” Earthquake Eng. Struct. Dyn. 42 (4): 545–564. https://doi.org/10.1002/eqe.2226.
Wang, Z., J. E. Padgett, and L. Dueñas-Osorio. 2013b. “Influence of vertical ground motions on the seismic fragility modeling of a bridge-soil-foundation system.” Earthquake Spectra 29 (3): 937–962. https://doi.org/10.1193/1.4000170.
Wotherspoon, L., A. Bradshaw, R. Green, C. Wood, A. Palermo, M. Cubrinovski, and B. Bradley. 2011. “Performance of bridges during the 2010 Darfield and 2011 Christchurch earthquakes.” Seismol. Res. Lett. 82 (6): 950–964. https://doi.org/10.1785/gssrl.82.6.950.
Yang, Z., and A. Elgamal. 2002. “Influence of permeability on liquefaction-induced shear deformation.” J. Eng. Mech. 128 (7): 720–729. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:7(720).
Yang, Z., J. Lu, and A. Elgamal. 2008. “OpenSees soil models and solid-fluid fully coupled elements.” In User’s manual: Version 1. La Jolla, CA: Univ. of California.
Youd, T. L. 1993. “Liquefaction-induced damage to bridges.” Transp. Res. Rec. 1411 (1): 35–41.
Zeghal, M., and A. W. Elgamal. 1994. “Analysis of site liquefaction using earthquake records.” J. Geotech. Eng. 120 (6): 996–1017. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:6(996).
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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Received: Feb 28, 2021
Accepted: Apr 26, 2022
Published online: Jun 8, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 8, 2022
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