TECHNICAL PAPERS
Oct 1, 2005

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.

Get full access to this article

View all available purchase options and get full access to this article.

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.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 10October 2005
Pages: 1274 - 1282

History

Received: Jul 8, 2003
Accepted: Mar 4, 2005
Published online: Oct 1, 2005
Published in print: Oct 2005

Permissions

Request permissions for this article.

Authors

Affiliations

C. Hsein Juang, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: [email protected]
Susan Hui Yang
Staff Geotechnical Engineer, Golder Associates, Inc., Sacramento Office, Roseville, CA 95678.
Haiming Yuan, M.ASCE
Project Geotechnical Engineer, Golder Associates, Inc., Reno Office, Reno, NV 89509.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share