Small-Strain Behavior of Granular Soils. II: Seismic Response Analyses and Model Evaluation
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 8
Abstract
Using the recorded response at two vertical array sites, the SimSoil model presented in the companion paper is evaluated. The SimSoil model, which describes the small strain nonlinear behavior of granular materials, is implemented as a material model in AMPLE2000, a nonlinear, one-dimensional site response analysis code. Shear wave velocity profiles and laboratory test data available for both the La Cienega site, which was instrumented over , and the Lotung site, which was instrumented over , were used to determine SimSoil model parameters. Predictions from AMPLE2000 are compared with the measured response at several elevations for earthquakes that resulted in both nonlinear and nearly linear soil behavior. Using the available laboratory data and known input motions, the predictions of the response at these sites matched the recorded response well for varied magnitudes of shaking with a single set of parameters for each site.
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Acknowledgments
The writers would like to acknowledge the support provided by the National Science Foundation through a graduate research fellowship and CAREER award NSFCMS-963979. The writers would also like to thank the Institute of Earth Sciences, Academia Sinica, Data Management Center for Strong Motion Seismology for providing the records from the Lotung site.
References
Anderson, D. G., and Tang, Y. K. (1989). “Summary of soil characterization program for the Lotung large-scale seismic experiment.” Rep. No. NP-6154, Electric Power Research Institute, Palo Alto, Calif.
Borja, R. I., Chao, H.-Y., Montans, F. J., and Lin, C.-H. (1999). “Nonlinear ground response at Lotung LSST site.” J. Geotech. Geoenviron. Eng., 125(3), 187–197.
Chang, S. W., and Bray, J. D. (1998). “Implications of recent strong motion data for seismic building code design at deep, stiff soil sites.” Proc., NEHRP Conf. and Workshop on Research on the Northridge, California Earthquake of January, 17, 1994, California Universities for Research in Earthquake Engineering, Richmond, Calif., 90–99.
Chang, C. Y., Mok, C. M., and Power, M. S. (1991). “Analysis of ground response data at Lotung large-scale soil-structure interaction experiment site.” Rep. No. NP-7306-M, Electric Power Research Institute, Palo Alto, Calif.
Chang, C. Y., et al. (1990). “Equivalent linear versus nonlinear ground response analyses at Lotung seismic experiment site.” Proc., 4th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, Calif., 327–333.
Darendeli, M. B. (2001). “Development of a new family of normalized modulus reduction and material damping curves.” Ph.D. thesis, Univ. of Texas at Austin, Austin, Tex.
Grazier, V., Shakal, A., and Hipley, P. (2001). “Data from downhole arrays instrumented by the Caltrans/CDMG project.” Proc., 6th Caltrans Seismic Research Workshop, California Department of Transportation, Sacramento, Calif.
Laird, J. P., and Stokoe, K. H. (1993). “Dynamic properties of remolded and undisturbed soil samples tested at high confining pressures.” Rep. No. GR93–6, Electric Power Research Institute, Palo Alto, Calif.
Martin, P. P., and Seed, H. B. (1982). “One-dimensional dynamic ground response analyses.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 108(6), 935–952.
Pestana, J. M., and Nadim, F. (2000). “Nonlinear site response analysis of submerged slopes.” Rep. No. UCB/GT/2000-04, Univ. of California, Berkeley, Berkeley, Calif.
Rodriguez-Marek, A., Bray, J. D., and Abrahamson, N. A. (2001). “An empirically based geotechnical seismic site response procedure.” Earthquake Spectra, 17(1), 65–87.
Rosrine. (2001). “Rosrine main page.” ⟨http://geoinfo.usc.edu/rosrine/⟩ (Sept. 17, 2002).
Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). “SHAKE: A computer program for earthquake response analysis of horizontally layered sites.” Rep. No. UCB/EERC 72-12, Univ. of California, Berkeley, Berkeley, Calif.
Schneider, J. H., Roblee, C. J., Nigbor, R. L., Silva, W. J., and Pyke, R. (1998). “Resolution of site response issues from the Northridge Earthquake (ROSRINE).” Proc., NEHRP Conf. and Workshop on Research on the Northridge, California Earthquake of January, 17, 1994, California Universities for Research in Earthquake Engineering, Richmond, Calif., 379–386.
Tang, H. T. (1987). “Large-scale soil-structure interaction.” Rep. No. NP-5513-SR, Electric Power Research Institute, Palo Alto, Calif.
Vucetic, M., Hsu, C.-C., and Doroudian, M. (1998). “Results of cyclic and dynamic simple shear tests on soils from La Cienega site conducted for ROSRINE project and other research purposes.” Rep. No. ENG-98-200, Univ. of California, Los Angeles, Los Angeles, Calif.
Wen, K. L., Yeh, Y. T., Huang, W. G., and Cheng, S. C. (1989). “Variation and propagation of seismic strong motions across the SMART1-LSST array.” Rep. No. NP-6154, Electric Power Research Institute, Palo Alto, Calif.
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© 2006 ASCE.
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Received: Jul 11, 2003
Accepted: Sep 29, 2005
Published online: Aug 1, 2006
Published in print: Aug 2006
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