TECHNICAL PAPERS
Oct 15, 2009

Updated Liquefaction Resistance Correction Factors for Aged Sands

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 11

Abstract

Data from over 30 sites in 5 countries are analyzed to develop updated factors for correcting liquefaction resistance for aged sand deposits. Results of cyclic laboratory tests on relatively undisturbed and reconstituted specimens suggest an increase in the correction factors of 0.12 per log cycle of time and an average reference age of 2 days for the reconstitute specimens. Laboratory and field test results combined with cyclic resistance ratio (CRR) charts suggest an increase in the correction factors of 0.13 per log cycle of time and an average reference age of 23 years. A reference age of 23 years seems appropriate for the commonly used CRR charts derived from field liquefaction and no liquefaction case history data. Because age of natural deposits is often difficult to accurately determine, a relationship between measured to estimated shear-wave velocity ratio (MEVR) and liquefaction resistance correction factor is also derived directly from the compiled data. This new MEVR-liquefaction resistance correction factor relationship is not as sensitive to MEVR as in the relationship derived indirectly in a previous paper.

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Acknowledgments

This research was supported by the National Science Foundation, under Grant No. NSFCMS-0556006. The views and conclusions contained in this document 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 (NSF). The support of NSF is greatly appreciated. The writers also thank the anonymous reviewers for their many helpful comments, and Matt E. Bowers, former graduate student at Clemson University, for helping with data collection.

References

Anagnostopoulos, A., Koukis, G., Sabatakakis, N., and Tsiamboas, G. (2003). “Empirical correlation of soil parameters based on cone penetration tests (CPT) for Greek soils.” Geotech. Geologic. Eng., 21(4), 377–387.
Andrus, R. D., Hayati, H., and Mohanan, N. P. (2009). “Correcting liquefaction resistance of aged sands using measured to estimated velocity ratio.” J. Geotech. Geoenviron. Eng., 135(6), 735–744.
Andrus, R. D., Piratheepan, P., Ellis, B. S., Zhang, J., and Juang, C. H. (2004a). “Comparing liquefaction evaluation methods using penetration- Vs relationships.” Soil Dyn. Earthquake Eng., 24(9–10), 713–721.
Andrus, R. D., Stokoe, K. H., II, and Juang, C. H. (2004b). “Guide for shear wave-based liquefaction potential evaluation.” Earthquake Spectra, 20(2), 285–308.
Arango, I., Lewis, M. R., and Kramer, C. (2000). “Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures.” Soil Dyn. Earthquake Eng., 20(1–4), 17–25.
Arango, I., and Migues, R. E. (1996). “Investigation of the seismic liquefaction of old sand deposits,” Rep. on Research to the National Science Foundation Grant No. CMS-94–16169, Bechtel Corporation, San Francisco.
Bennett, M. J., Youd, T. L., Harp, E. L., and Wieczorek, G. F. (1981). “Subsurface investigations of liquefaction, Imperial Valley earthquake, California, October 15, 1979.” USGS Open-File Rep. No. 81–502, U.S. Geological Survey, Menlo Park, Calif.
Cetin, K. O., et al. (2004). “Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential.” J. Geotech. Geoenviron. Eng., 130(12), 1314–1340.
Chen, Y., and You, P. (2004). “Evaluation of liquefaction potential by the test results of in-situ frozen samples.” Proc., 14th Int. Offshore and Polar Engineering Conf., T. Matsui, J. Chung, J. L. Michel, and H. Allersma, eds., International Society of Offshore and Polar Engineers (ISOPE), Cupertino, Calif., 563–570.
Claque, J. J., Naesgaard, E., and Nelson, A. R. (1997). “Age and significance of earthquake-induced liquefaction near Vancouver, British Columbia, Canada.” Can. Geotech. J., 34(1), 53–62.
Hatanaka, M., Uchida, A., and Ohara, J. (1997). “Liquefaction characteristics of a gravelly fill liquefied during the 1995 Hyogo-Ken Nanbu earthquake.” Soils Found., 37(3), 107–115.
Hayati, H., and Andrus, R. D. (2008). “Liquefaction potential map of Charleston, South Carolina based on the 1886 earthquake.” J. Geotech. Geoenviron. Eng., 134(6), 815–828.
Hayati, H., Andrus, R. D., Gassman, S. L., Hasek, M., Camp, W. M., and Talwani, P. (2008). “Characterizing the liquefaction resistance of aged soils.” Proc., Geotechnical Earthquake Engineering and Soil Dynamics IV, Geotechnical Special Publication No. 181, D. Zeng, M. Manzari, and D. Hiltunen, eds., ASCE, Reston, Va.
Iai, S., Morita, T., Kameoka, T., Matsunaga, Y., and Abiko, K. (1995). “Response of a dense sand deposit during 1993 Kushiro-Oki earthquake.” Soils Found., 35(1), 115–131.
Idriss, I. M., and Boulanger, R. W. (2004). “Semi-empirical procedures for evaluating liquefaction potential during earthquakes.” Proc., 11th Int. Conf. on Soil Dynamics and Earthquake Engineering, and 3rd Int Conf. on Earthquake Geotechnical Engineering, D. Doolin, et al., eds., Stallion, Hackensack, N.J., 32–56.
Ishihara, K. (1985). “Stability of natural deposits during earthquakes.” Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 321–376.
Ishihara, K. (1996). Soil behavior in earthquake geotechnics, the oxford engineering science series, No. 46, Oxford University Press, Oxford, England.
Ishihara, K. (1997). “Geotechnical aspects of the 1995 Kobe earthquake.” Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 2047–2073.
Iwasaki, T., Tokida, K., Tatsuoka, F., Watanabe, S., Yasuda, S., and Sato, H. (1982). “Microzonation for soil liquefaction potential using simplified methods.” Proc., 3rd Int. Earthquake Microzonation Conf., US National Science Foundation, Washington, DC., 1319–1330.
Jamiolkowski, M., and Lo Presti, D. C. F. (1990). “Correlation between liquefaction and shear wave velocity.” Soils and Foundations, Japanese Geotechnical Society, Tokyo, 32(2), 145–148.
Juang, C. H., Fang, S. Y., and Li, D. K. (2005). “Reliability analysis of soil liquefaction potential.” Geotechnical Special Publication, 133, ASCE, Reston, Va.
Juang, C. H., Tao, J., and Andrus, R. D. (2002). “Assessing probability-based methods for liquefaction potential evaluation.” J. Geotech. Geoenviron. Eng., 128(7), 580–589.
Ladd, R. (1982). “Geotechnical laboratory testing program for study and evaluation of liquefaction ground failure using stress and strain approaches: Heber Road Site, October 15, 1979 Imperial Valley Earthquake, Volume I,” Rep. to the U.S. Geological Survey, Award No.14–08–001–19788, Woodward-Clyde Consultants, Wayne, N.J.
Leon, E., Gassman, S. L., and Talwani, P. (2006). “Accounting for soil aging when assessing liquefaction potential.” J. Geotech. Geoenviron. Eng., 132(3), 363–377.
Lewis, M. R., Arango, I., Kimball, J. K., and Ross, T. E. (1999). “Liquefaction resistance of old sand deposits.” Proc., 11th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, ABMS, San Paulo, Brazil, 821–829.
Lewis, M. R., Arango, I., and McHood, M. D. (2008). “Site characterization philosophy and liquefaction evaluation of aged sands–A Savannah River Site and Bechtel perspective.” From Research to Practice in Geotechnical Engineering, Geotechnical Special Publication No. 180, I. E. Laier, D. K. Grapps, M. H. Hussein, eds., ASCE, Reston, Va.
Lewis, M. R., McHood, M. D., and Arango, I. (2004). “Liquefaction evaluations at the Savannah River Site, a case history.” Proc., 5th Int. Conf. on Case Histories in Geotechnical Engineering, S. Prakash, eds., Univ. of Missouri, Rolla, Mo., 1–10.
Moss, R. E. S., Seed, R. B., Kayen, R. E., Stewart, J. P., Kiureghian, A. D., and Cetin, K. O. (2006). “CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential.” J. Geotech. Geoenviron. Eng., 132(8), 1032–1051.
Moss, R. E. S., Thornhill, D. M., Nelson, A. I., and Levulett, D. A. (2008). “Influence of aging on liquefaction potential: preliminary results.” Proc., Geotechnical Earthquake Engineering and Soil Dynamics IV, Geotechnical Special Publication No. 181 (CD-ROM), D. Zeng, M. Manzari, and D. Hiltunen, eds., ASCE, Reston, Va.
Navidi, W. (2006). Statistics for Engineers and Scientists, McGraw-Hill, New York.
Robertson, P. K., et al. (2000). “The CANLEX project: Summary and conclusions.” Can. Geotech. J., 37(3), 563–591.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Can. Geotech. J., 35(3), 442–459.
Roy, D., Campanella, R. G., Byrne, P. M., and Hughes, J. M. O. (1996). “Strain level and uncertainty of liquefaction related index tests.” Uncertainty in the geologic environment: From theory to practice, Geotechnical Special Publication 58, C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, eds., ASCE, New York.
Seed, H. B. (1979). “Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes.” J. Geotech. Engrg. Div., 105(2), 201–255.
Seed, H. B., and Idriss, I. M. (1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Geotech. Engrg. Div., 97(9), 1249–1273.
Seed, H. B., Seed, R. B., Harder, L. F., and Jong, H. (1989). “Re-evaluation of the lower San Fernando dam: Report 2, Examination of the post-earthquake slide of February 9, 1971.” Contract Rep. No. GL-89–2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mich.
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. M. (1985). “Influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Eng., 111(12), 1425–1445.
Sherif, M. A., Fang, Y. S., and Sherif, R. I. (1984). “ KA and K0 behind rotating and non-yielding walls.” J. Geotech. Engrg., 110(1), 41–56.
Sykora, D. W., and Stokoe, K. H. (1982). “ Seismic investigation of three road sites after October 15, 1979 Imperial Valley earthquake.” Geotechnical Engineering Rep. No. GR82–24, Geotechnical Engineering Center, Civil Engineering Dept., The Univ. of Texas at Austin, Austin, Tex.
Talwani, P., and Schaeffer, W. T. (2001). “Recurrence rates of large earthquakes in the South Carolina Coastal Plain based on paleoliquefaction data.” J. Geophys. Res., 106(B4), 6621–6642.
Teachavorasinskun, S., Tatsuoka, F., and Lo Presti, D. C. F. (1994). “Effects of the cyclic prestaining on dilatancy characteristics and liquefaction strength of sand.” Pre-failure deformation of geomaterials, S. Shibuya, T. Mitachi, and S. Miura, eds., Balkema, Rotterdam, The Netherlands.
Tokimatsu, K., Yoshimi, Y., and Arizumi, K. (1990). “Evaluation of liquefaction resistance of sand improved by deep vibratory compaction.” Soils Found., 30(3), 153–158.
Troncoso, J., Ishihara, K., and Verdugo, R. (1988). “Aging effects on cyclic shear strength of tailing materials.” Proc., 9th World Conf. on Earthquake Engineering, Japan Association for Earthquake Disaster Prevention, Tokyo, 121–126.
Weems, R. E., and Lemon, E. M., Jr. (1993). “Geology of the Cainhoy, Charleston, Fort Moultrie, and North Charleston Quadrangles, Charleston and Berkeley Counties, South Carolina.” USGS Misc. Investigation Map I-1935, scale 1:24,000, Department of the Interior, U.S. Geological Survey, Reston, Va.
Yoshimi, Y., Tokimatsu, K., and Hosaka, Y. (1989). “Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed sample.” Soils Found., 29(1), 93–104.
Yoshimi, Y., Tokimatsu, K., Kaneko, O., and Makihara, Y. (1984). “Undrained cyclic shear strength of a dense Niigata sand.” Soils Found., 24(4), 131–145.
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.
Youd, T. L., and Perkins, D. M. (1978). “Mapping of liquefaction induced ground failure potential.” J. Geotech. Engrg. Div., 104(GT4), 433–446.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 11November 2009
Pages: 1683 - 1692

History

Received: Oct 17, 2008
Accepted: Mar 27, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009

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Hossein Hayati, S.M.ASCE
Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
Ronald D. Andrus, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: [email protected]

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