TECHNICAL PAPERS
Jun 14, 2002

Assessing Probability-based Methods for Liquefaction Potential Evaluation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 7

Abstract

This paper presents an assessment of existing and new probabilistic methods for liquefaction potential evaluation. Emphasis is placed on comparison of probabilities of liquefaction calculated with two different approaches, logistic regression and Bayesian mapping. Logistic regression is a well-established statistical procedure, whereas Bayesian mapping is a relatively new application of the Bayes’ theorem to the evaluation of soil liquefaction. In the present study, simplified procedures for soil liquefaction evaluation, including the Seed–Idriss, Robertson–Wride, and Andrus–Stokoe methods, based on the standard penetration test, cone penetration test, and shear wave velocity measurement, respectively, are used as the basis for developing Bayesian mapping functions. The present study shows that the Bayesian mapping approach is preferred over the logistic regression approach for estimating the site-specific probability of liquefaction, although both methods yield comparable probabilities. The paper also compares the three simplified methods in the context of probability of liquefaction, and argues for the use of probability-based procedures for evaluating liquefaction potential.

Get full access to this article

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

References

Andrus R. D.and Stokoe, K. H.(2000). “Liquefaction resistance of soils from shear wave velocity.” J. Geotech. Geoenviron. Eng., 126(11), 1015–1025.
Andrus, R. D., Stokoe, K. H., Chung, R. M., and Juang, C. H. (2001). Guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures, National Institute of Standards and Technology, Gaithersburg, Md.
Building Seismic Safety Council (1997). NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 2: Commentary, Foundation Design Requirements, Washington, D.C., 7.
Chen, C. J., and Juang, C. H. (2000). “Calibration of SPT- and CPT-based liquefaction evaluation methods.” Innovations applications in geotechnical site characterization, P. Mayne and R. Hryciw, eds., Geotechnical Special Publication No. 97, ASCE, New York, 49–64.
Fear, C. E., and McRoberts, E. C. (1995). “Report on liquefaction potential and catalogue of case records.” Internal Res. Rep., Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
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. (1999). “An update of the Seed–Idriss simplified procedure for evaluating liquefaction potential.” Proc., TRB Workshop on New Approaches to Liquefaction Analysis, FHWA-RD-99-165, Federal Highway Administration, Washington, D.C.
Juang, C. H., Andrus, R. D., Jiang, T., and Chen, C. J. (2001a), “Probability-based liquefaction evaluation using shear wave velocity measurements.” Proc., 4th Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, 26–31 March, Paper No. 4.25, S. Prakash, ed., Univ. of Missouri, Rolla, Mo.
Juang, C. H., Chen, C. J., and Jiang, T.(2001b). “A probabilistic framework for liquefaction potential by shear wave velocity.” J. Geotech. Geoenviron. Eng., 127(8), 670–678.
Juang, C. H., Chen, C. J., Jiang, T., and Andrus, R. D.(2000a). “Risk-based liquefaction potential evaluation using SPT.” Can. Geotech. J., 37(6), 1195–1208.
Juang, C. H., Chen, C. J., Rosowsky, D. V., and Tang, W. H.(2000b). “CPT-based liquefaction analysis, Part 2: Reliability for design.” Geotechnique, 50(5), 593–599.
Juang, C. H., Chen, C. J., Tang, W. H., and Rosowsky, D. V.(2000c). “CPT-based liquefaction analysis, Part 1: Determination of limit state function.” Geotechnique, 50(5), 583–592.
Juang, C. H., and Jiang, T. (2000). “Assessing probabilistic methods for liquefaction potential evaluation.” Soil dynamics and liquefaction 2000, R. Y. S. Pak and J. Yamamura, eds., Geotechnical Special Publication No. 107, ASCE, New York, 148–162.
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.
Liao, S. S. C., Veneziano, D., and Whitman, R. V.(1988). “Regression models for evaluating liquefaction probability.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 114(4), 389–411.
Olsen, R. S. (1997). “Cyclic liquefaction based on the cone penetrometer test.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Tech. Rep. No. NCEER-97-0022, State Univ. of New York at Buffalo, Buffalo, N.Y., 225–276.
Robertson, P. K., Woeller, D. J., and Finn, W. D. L.(1992). “Seismic cone penetration test for evaluating liquefaction potential under cyclic loading.” Can. Geotech. J., 29, 686–695.
Robertson, P. K., and Wride, C. E.(1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Can. Geotech. J. 35(3), 442–459.
Seed, H. B., and Idriss, I. M.(1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 97(9), 1249–1273.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R.(1985). “Influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 111(12), 1425–1445.
Sykora, D. K. (1987). “Creation of a data base of seismic shear wave velocity for correlation analysis.” Geotechnical Laboratory Miscellaneous Paper No. GL-87-26, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Toprak, S., Holzer, T.L., Bennett, M.J., and Tinsley, J.C., III. (1999). “CPT- and SPT-based probabilistic assessment of liquefaction.” Proc., 7th U.S.–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Seattle, August, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, N.Y., 69–86.
Yegian, M. K., and Whitman, R. V.(1978). “Risk analysis for ground failure by liquefaction.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(7), 921–938.
Youd, T. L., and Idriss, I. M. (1997). Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Tech. Rep. No. NCEER-97-0022, T. L. Youd and I. M. Idriss, eds., State Univ. of New York at Buffalo, Buffalo, N.Y.
Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Liam Finn, W. D., Harder, L. F., Jr., Hynes, M. E., Ishihara, K., Koester, J. P., Laio, S. S. C., Marcuson, III, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B., Stokoe, II, K. H.(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.
Youd, T. L., and Noble, S. K. (1997). “Liquefaction criteria based statistical and probabilistic analysis.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Tech. Rep. No. NCEER-97-0022, State Univ. of New York at Buffalo, Buffalo, N.Y., 201–216.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 7July 2002
Pages: 580 - 589

History

Received: Mar 23, 2001
Accepted: Nov 26, 2001
Published online: Jun 14, 2002
Published in print: Jul 2002

Permissions

Request permissions for this article.

Authors

Affiliations

C. Hsein Juang
Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
Tao Jiang
Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
Ronald D. Andrus
Assistant Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

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