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Estimating inelastic sediment deformation from local site response simulations

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Abstract

Significant insight into the dynamic local site response of a horizontally layered sediment deposit to seismic excitation can be gained from numerical simulations. In this paper we use a nonlinear local site response analysis code SPECTRA to estimate the coseismic sediment deformation at a seismically active site in Lotung, Taiwan. We address some basic issues relevant for interpreting the simulation results, including the impact of noise and baseline offsets present in the input ground motion. We also consider the sensitivity of the predicted deformation responses to statistical variations of sediment constitutive properties. Finally, we apply a suite of hypothetical strong ground motions to the base of the sediment deposit to better understand the pattern of inelastic deformation likely to result from strong seismic shaking.

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Notes

  1. http://www.strongmotioncenter.org.

  2. http://peer.berkeley.edu/smcat/search.html.

References

  1. Ambraseys NN, Menu JM (1998) Earthquake induced ground displacements. Earthq Eng Struct Dyn 16:985–1006

    Article  Google Scholar 

  2. Anderson DG, Tang YK (1989) Summary of soil characterization program for the Lotung large-scale seismic experiment. In: Proceedings of EPRI/NRC/TPC workshop on seismic soil–structure interaction analysis techniques using data from Lotung, vol 1, Taiwan, EPRI NP-6154, Electric Power Research Institute, Palo Alto, CA, pp 4.1–4.20

  3. Andrade JE, Borja RI (2006) Quantifying sensitivity of local site response models to statistical variations in soil properties. Acta Geotech 1:3–14

    Article  Google Scholar 

  4. Borja RI, Amies AP (1994) Multiaxial cyclic plasticity model for clays. J Geotech Eng 120:1051–1070

    Article  Google Scholar 

  5. Borja RI, Chao HY, Montáns FJ, Lin CH (1999) Nonlinear ground response at Lotung LSST site. J Geotech Eng 125:187–197

    Google Scholar 

  6. Borja RI, Chao HY, Montáns FJ, Lin CH (1999) SSI effects on ground motion at Lotung LSST site. J Geotech Eng 125:760–770

    Google Scholar 

  7. Borja RI, Lin CH, Sama KM, Masada GM (2000) Modeling non-linear ground response of non-liquefiable soils. Earthq Eng Struct Dyn 29:63–83

    Article  Google Scholar 

  8. Borja RI, Duvernay BG, Lin CH (2002) Ground response in Lotung: total stress analyses and parametric studies. J Geotechn Geoenviron Eng 128:54–63

    Article  Google Scholar 

  9. Boore DM, Bommer JJ (2005) Processing of strong-motion accelerograms: needs, options and consequences. Soil Dyn Earthq Eng 25:93–115

    Article  Google Scholar 

  10. Boore DM, Stephens CD, Joyner WB (2002) Comments on baseline correction of digital strong-motion data: examples from the 1999 Hector Mine, California, earthquake. Bull Seismol Soc Am 92:1543–1560

    Article  Google Scholar 

  11. Bradner H, Reichle M (1973) Some methods for determining acceleration and tilt by use of pendulums and accelerometers. Bull Seismol Soc Am 63:1–7

    Google Scholar 

  12. Elgamal AW, Zeghal M, Tang HT, Stepp JC (1995) Lotung downhole array. I: Evaluation of site dynamic properties. J Geotech Eng 121:350–362

    Article  Google Scholar 

  13. Electric Power Research Institute (1993) Guidelines for determining design basis ground motions, vol 1. Method and guidelines for estimating earthquake ground motion in North America. Technical report no. TR-102293, Electric Power Research Institute, Palo Alto, CA

  14. Hardin BO, Drnevich VP (1972). Shear modulus and damping in soils: design equations and curves. J Soil Mech Found Div ASCE 98:667–692

    Google Scholar 

  15. Hashash YMA, Park D (2002) Viscous damping formulation and high frequency motion in non-linear site response analysis. Soil Dyn Earthq Eng 22:611–624

    Article  Google Scholar 

  16. Hilber HM, Hughes TJR, Taylor RL (1977) Improved numerical dissipation for time-integration algorithms in structural dynamics. Earthq Eng Struct Dyn 5:283–292

    Article  Google Scholar 

  17. Idriss IM, Sun JI (1992) Users manual for SHAKE91. Center for Geotechnical Modeling, University of California, Davis

  18. Kramer SL (1996) Geotechnical earthquake engineering. Prentice-Hall, NJ

    Google Scholar 

  19. Lee MKW, Finn WDL (1991) DESRA-2C: dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential. The University of British Columbia, Faculty of Applied Science, Vancouver, BC

  20. Li XS, Wang ZL, Shen CK (1992) SUMDES: a nonlinear procedure for response analysis of horizontally-layered sites subjected to multi-directional earthquake loading. Department of Civil Engineering, University of California, Davis

  21. Newmark N (1965) Effects of earthquakes on dams and embankments. Géotechnique 15:139–159

    Article  Google Scholar 

  22. Pyke RM (1992) TESS: a computer program for nonlinear ground response analyses. TAGA Engineering Systems and Software, Lafayette

  23. Rodriguez-Marek A, Bray JD (2006) Seismic site response for near-fault forward directivity ground motions. J Geotech Geoenviron Eng 132:1611–1620

    Article  Google Scholar 

  24. Schnabel PB, Lysmer J, Seed HB (1972) SHAKE—a computer program for earthquake response analyses of horizontally layered sites. Report no. EERC 72-12, University of California, Berkeley

  25. Shakal AF, Petersen PD (2001) Acceleration offsets in some FBA’s during earthquake shaking (abstract). Seism Res Lett 72:233

    Google Scholar 

  26. Tang HT (1987) Large-scale soil-structure interaction. EPRI NP-5513-SR Special Report, Electric Power Research Institute, Palo Alto, CA

  27. Trifunac MD, Todorovska MI (2001) A note on the useable dynamic range of accelerographs recording translation. Soil Dyn Earthq Eng 21:275–286

    Article  Google Scholar 

  28. Zeghal M, Elgamal AW, Tang HT, Stepp JC (1995) Lotung downhole array. II: Evaluation of soil nonlinear properties. J Geotech Eng 121:363–378

    Article  Google Scholar 

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Acknowledgments

We thank Dr. H.T. Tang and Electric Power Research Institute for providing the digitized ground motion data for the Lotung earthquakes. We also thank Dr. H. Haddadi for providing raw ground motion data for Gilroy 1, and Dr. C. Menun for allowing us to use the program CARDINAL. This research was funded by NSF Grant No. CMS-0201317.

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  1. Wai Ching Sun

    Present address: Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ, 08541, USA

Authors and Affiliations

  1. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 94305, USA

    Ronaldo I. Borja & Wai Ching Sun

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  1. Ronaldo I. Borja
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  2. Wai Ching Sun
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Correspondence to Ronaldo I. Borja.

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Borja, R.I., Sun, W.C. Estimating inelastic sediment deformation from local site response simulations. Acta Geotech. 2, 183–195 (2007). https://doi.org/10.1007/s11440-007-0044-x

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