Chapter
Jun 7, 2018
Geotechnical Earthquake Engineering and Soil Dynamics V

The Effects of Long-Duration Subduction Earthquakes on Inelastic Behavior of Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading

Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)

ABSTRACT

Effective-stress nonlinear dynamic analyses (NDA) were performed for a large-diameter reinforced concrete (RC) pile in multi-layered liquefiable sloped ground. The objective was to assess the effects of earthquake duration on the combination of inertia and liquefaction-induced lateral spreading. A parametric study was performed using input motions from subduction and crustal earthquakes covering a wide range of motion durations. The NDA results showed that the pile head displacements increased under liquefied conditions, compared to nonliquefied conditions, due to liquefaction-induced lateral spreading. The NDA results were used to develop a displacement-based equivalent static analysis (ESA) method that combines inertial and lateral spreading loads for estimating elastic and inelastic pile demands.

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ACKNOWLEDGEMENTS

Funding was provided by the Deep Foundations Institute. The authors appreciate the comments by the project advisory board: Dr. Zia Zafir, Dr. Azadeh Bozorgzadeh, and Professor Anne Lemnitzer.

REFERENCES

AASHTO (2014). “Guide Specifications for LRFD Seismic Bridge Design.” Second Edition with 2014Interim, AASHTO, Washington, D.C.
American Petroleum Institute (2000). “Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms.” API recommended practice 2A-WSD (RP 2AWSD), 21st Edition, API, Washington, D.C., December.
ASCE/COPRI 61-14 (2014). “Seismic Design of Piers and Wharves, prepared by the ASCE Standards Comm. on Seismic Design of Piers and Wharves.” ASCE, Reston, VA.
Ashford, S. A., Scott, M. H., and Rayamajhi, D., (2012). “Reducing Seismic Risk to Highway Mobility: Assessment and Design Examples for Pile Foundations Affected by Lateral Spreading”, ODOT Report.
Boulanger, R. W., Chang, D., Brandenberg, S. J., Armstrong, R.J., and Kutter, B. L. (2007). “Seismic design of pile foundations for liquefaction effects.” 4th International Conference on Earthquake Geotechnical Engineering, The Netherlands, 277–302.
Brandenberg, S. J., Zhao, M., Boulanger, R. W., and Wilson, D. W. (2013). “p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable Soil.” ASCE JGGE, 139(8), 1262–1274.
California Department of Transportation (Caltrans) (2012). “Guidelines for Foundation Loading and Deformation Due to Liquefaction Induced Lateral Spreading.” Sacramento, CA.
Idriss, I. M., and Boulanger, R. W., (2008). Soil liquefaction during earthquakes, Monograph MNO-12. Earthquake Engineering Research Institute, Oakland, CA, 261 pp.
Khosravifar, A., and Boulanger, R. W., (2010). Inelastic Response of Extended Pile Shafts in Laterally Spreading Ground during Earthquakes. Deep Foundation Institute J. 4, 2, 41–53.
Khosravifar, A., Boulanger, R. W., and Kunnath, S. K. (2014a). “Effects of Liquefaction on Inelastic Demands of Bridge Pile Shafts.” Earthquake Spectra, 30 (4), pp, 1749–1773.
Khosravifar, A., Boulanger, R. W., and Kunnath, S. K. (2014b). “Design of Extended Pile Shafts for the Effects of Liquefaction.” Earthquake Spectra, 30 (4), pp, 1775–1799.
Mazzoni, S., McKenna, F., Scott, M. H., and Fenves, G. L., (2009). Open system for earthquake engineering simulation user manual. University of California, Berkeley.
MCEER/ATC (2003) “Recommended LRFD Guidelines for the Seismic Design of Highway Bridges.” MCEER/ACT 49, Multidisciplinary Center for Earthquake Engineering/Applied Technology Council Joint Venture, University at Buffalo, Buffalo, NY.
Mejia, L. H., and Dawson, E. M. (2006). “Earthquake Deconvolution for FLAC.” Proceedings of Fourth International FLAC Symposium on Numerical Modeling in Geomechanics, Madrid, Spain.
Nasr, J. A. (2017). “Development of a Design Guideline for Bridge Pile Foundations Subjected to Liquefaction Induced Lateral Spreading.” M. S. Thesis, Portland State University
Oregon Dept. of Transportation (2014). Geotechnical Design Manual. Tech. Services Branch, Salem, OR
Washington Dept. of Transportation (WSDOT) (2015). “Geotech Design Manual.” M 46–03.11, May 2015
Yang, Z., Elgamal, A., and Parra, E., (2003). “Computational model for cyclic mobility and associated shear deformation.” J. Geotech. Geoenviron. Eng, 129, 12, 1119–1127.

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Go to Geotechnical Earthquake Engineering and Soil Dynamics V
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 617 - 625
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5

History

Published online: Jun 7, 2018

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Jonathan Nasr [email protected]
Atlas Geotechnical, Santa Cruz, CA 95060. E-mail: [email protected]
Arash Khosravifar, Ph.D., M.ASCE [email protected]
P.E.
Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 97201. E-mail: [email protected]

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