Model Uncertainty of Shear Wave Velocity-Based Method for Liquefaction Potential Evaluation
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 10
Abstract
In this paper, the issue of model uncertainty is examined in detail within the framework of the first-order reliability method (FORM). The focus of the paper is on the characterization of the uncertainty of a shear wave velocity-based simplified model for liquefaction potential evaluation developed by Andrus and Stokoe. This simplified model is expressed as a boundary curve that defines liquefaction resistance as a function of the corrected shear wave velocity. The uncertainty of this simplified model is represented by a lognormal random variable, and characterization of the model uncertainty mainly involves the determination of its two statistics, namely, the mean and the coefficient of variation. A trial-and-error procedure is used to determine the two statistics of the model uncertainty based on a Bayesian mapping function that is calibrated with a database of case histories. This procedure is shown to be effective in the present study, and the uncertainty of the Andrus and Stokoe’s model is characterized. With the known model and parameter uncertainties, the probability of liquefaction can be determined through a routine FORM analysis.
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Acknowledgments
The study on which this paper is based was supported by the National Science Foundation through Grant No. NSFCMS-0218365. This financial support is gratefully acknowledged. The views and conclusions presented in this paper are those of the writers and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the National Science Foundation. The anonymous Journal reviewers are greatly appreciated for their thorough and constructive comments. Dr. Wilson Tang of Hong Kong University of Science and Technology and Dr. Samuel Eng Hui Khor of the Probabilistic Design and Optimization Group, ANSYS, Inc., are thanked for their valuable comments regarding model uncertainty. However, the writers are solely responsible for the results and opinions presented in this paper.
References
Andrus, R. D., and Stokoe, K. H., II (2000). “Liquefaction resistance of soils from shear wave velocity.” J. Geotech. Geoenviron. Eng., 126(11), 1015–1025.
Andrus, R. D., Stokoe, K. H., II, Chung, R. M., and Juang, C. H. (2003). Guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures, National Institute of Standards and Technology, Gaithersburg, Md., NIST GCR 03-854.
Andrus, R. D., Stokoe, K. H., II, and Juang, C. H. (2004). “Guide for shear wave-based liquefaction potential evaluation.” Earthquake Spectra, 20(2), 285–308.
Ang, A. H.-S., and Tang, W. H. (1990). Probability concepts in engineering planning and design, Vol. II, Wiley, New York.
Campbell, K. W. (1981). “Near-surface attenuation of pear ground acceleration.” Bull. Seismol. Soc. Am., 71(6), 2039–2070.
Cheung, W. M. (2004). “Methodology for updating cut slope reliability based on observed performance.” PhD thesis, Hong Kong Univ. of Science and Technology, Hong Kong.
Comartin, C. D., Greene, M., and Tubbesing, S. K. (1995). “The Hyogo-Ken Nanbu Earthquake Preliminary Reconnaissance Report.” EERI Rep. No. 95-40, Earthquake Engineering Research Institute, Oakland, Calif.
Der Kiureghian, A., Lin, H. Z., and Hwang, S. J. (1987). “Second-order reliability approximations.” J. Eng. Mech., 113(8), 1208–1225.
Ditlevson, O. (1981). Uncertainty modeling, McGraw-Hill, New York.
Espinosa, A. F. (1982). “ML and MO determination from strong-motion accelerograms, and expected intensity distribution: The Imperial Valley, California, Earthquake of October 15, 1979.” Geological Survey Professional Paper 1254, U.S. Government Printing Office, Washington, 433–438.
Haldar, A., and Mahadevan, S. (2000). Probability, reliability and statistical methods in engineering design, Wiley, New York.
Haldar, A., and Tang, W. H. (1979). “Probabilistic evaluation of liquefaction potential.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(2), 145–162.
Idriss, I. M. (1991). “Earthquake ground motions at soft soil sites.” Proc., 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Univ. of Missouri-Rolla, Rolla, Mo., Vol. 3, 2265–2271.
Jefferies, M. G., Rogers, B. T., Griffin, K. M., and Been, K. (1988). “Characterization of sandfills with the cone penetration test.” Penetration testing in the UK, Thomas Telford, London, 199–202.
Juang, C. H., Chen, C. J., Rosowsky, D. V., and Tang, W. H. (2000). “CPT-based liquefaction analysis, Part 2: Reliability for design.” Geotechnique, 50(5), 593–599.
Juang, C. H., Jiang, T., and Andrus, R. D. (2002). “Assessing probability-based methods for liquefaction evaluation.” J. Geotech. Geoenviron. Eng., 128(7), 580–589.
Juang, C. H., Rosowsky, D. V., and Tang, W. H. (1999). “A reliability-based method for assessing liquefaction potential of sandy soils.” J. Geotech. Geoenviron. Eng., 125(8), 684–689.
Juang, C. H., Yang, S. H., Yuan, H., and Khor, E. H. (2004). “Characterization of the uncertainty of the Robertson and Wride model for liquefaction potential evaluation.” Soil Dyn. Earthquake Eng., 24(9), 771–780.
Liao, S. C. C., Veneziano, D., and Whitman, R. V. (1988). “Regression models for evaluating liquefaction probability.” J. Geotech. Eng., 114(4), 389–411.
Melchers, R. E. (1987). Structural reliability: Analysis and prediction, Ellis Horwood Limited, Wiley, New York.
Mendenhall, W., and Sincich, T. (1995). Statistics for engineering and the sciences, 4th ed., Prentice-Hall, Englewood Cliffs, N.J.
Rosowsky, D. V. (1997). “Structural reliability,” Handbook of structural engineering, W. F. Chen, ed., Chap. 26, CRC, New York.
Seed, H. B., and Idriss, I. M. (1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Soil Mech. Found. Div., 97(SM 9), 1249–1273.
Thoft-Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its application, Springer, Berlin.
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C., III (1999). “CPT- and SPT-based probabilistic assessment of liquefaction.” Proc., 7th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Seattle, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, N.Y., 69–86.
Youd, T. L., and Noble, S. K. (1997). “Liquefaction criteria based on statistical and probabilistic analyses.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical Rep. NCEER-97-0022, State Univ. of New York at Buffalo, Buffalo, N.Y., 201–215.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 127(10), 817–833.
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© 2005 ASCE.
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Received: Jul 8, 2003
Accepted: Mar 4, 2005
Published online: Oct 1, 2005
Published in print: Oct 2005
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