Index Properties-Based Criteria for Liquefaction Susceptibility of Clayey Soils: A Critical Assessment
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 1
Abstract
The Cooper marl in Charleston, S.C., a deep layer of clayey soils approximately 5– below the ground surface, is generally recognized as nonliquefiable material. Data from field cone penetration tests and laboratory tests of samples taken from the Cooper marl are used to investigate the adequacy of index properties-based criteria for assessing liquefaction susceptibility of clayey soils. In particular, the criterion based on soil behavior type index and that based on Atterberg limits are examined. The results show that the Atterberg limits-based criterion adequately reflected the characteristics of the marl, whereas the -based criterion erroneously identified the marl as being liquefiable. A possible reason for the deficiency of and a modification to overcome this deficiency are presented.
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Acknowledgments
The study was supported by the National Science Foundation through Grant No. NSFCMS-0218365 and the United States Geological Survey through Grant No. UNSPECIFIED05HQGR0037. This financial support is greatly appreciated. The opinions expressed in this note do not necessarily reflect the view and policies of the National Science Foundation or the United States Geological Survey. The anonymous reviewers are thanked for their supportive and constructive comments.
References
Bray, J. D., Sancio, R. B., Riemer, M., and Durgunoglu, H. T. (2004). “Liquefaction susceptibility of fine-grained soils.” Proc., Joint Conf., the 11th Int. Conf. on Soil Dynamics and Earthquake Engineering (SDEE), the 3rd Int. Conf. on Earthquake Geotechnical Engineering (ICEGE), Berkeley, Calif., 655–662.
Camp, W. M., III. (2004). “Site characterization and subsurface conditions for the Cooper River Bridge.” Geotechnical engineering for transportation projects, geotechnical special publication no. 26, M. K. Yegian and E. Kavazanjian, eds., ASCE, Reston, Va., 347–360.
Carraro, J. A. H., Bandini, P., and Salgado, R. (2003). “Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance.” J. Geotech. Geoenviron. Eng., 129(11), 965–976.
Fairbanks, C. D., Andrus, R. D., Zhang, J., Camp, W. M., Casey, T. J., and Cleary, T. J. (2004). “Electronic files of shear-wave velocity and cone penetration test measurements from the Charleston quadrangle, South Carolina.” Data Rep. to the USGS, Dept. of Civil Engineering, Clemson Univ., Clemson, S.C.
Gilstrap, S. D. (1998). “CPT based liquefaction resistance analyses evaluated using case histories.” MSc thesis, Dept. of Civil Environmental Engineering, Brigham Young Univ., Provo, Utah.
Gratchev, I. B., Sassa, K., and Fukuoka, H. (2006). “How reliable is the plasticity index for estimating the liquefaction potential of clayey sands?” J. Geotech. Geoenviron. Eng., 132(1), 124–127.
Guo, T., and Prakash, S. (1999). “Liquefaction of silts and silt-clay mixtures.” J. Geotech. Geoenviron. Eng., 125(8), 706–710.
Idriss, I. M., and Boulanger, R. W. (2004). “Semi-empirical procedures for evaluating liquefaction potential during earthquakes.” Proc., Joint Conf., the 11th Int. Conf. on Soil Dynamics and Earthquake Engineering (SDEE), the 3rd Int. Conf. on Earthquake Geotechnical Engineering (ICEGE), Berkeley, Calif., 32–56.
Ishihara, K. (1993). “Liquefaction and flow failure during earthquakes.” Geotechnique, 43(3), 351–415.
Jefferies, M. G., and Davies, M. P. (1993). “Use of CPTu to estimate equivalent SPT .” Geotech. Test. J., 16(4), 458–468.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing, Blackie Academic and Professional, London.
Perlea, V. G. (2000). “Liquefaction of cohesive soils.” Soil dynamics and liquefaction 2000, geotechnical special publication no. 107, R. Y. S. Pak and J. Yamamura, eds., ASCE, Reston, Va., 58–76.
Perlea, V. G., Koester, J. P., and Prakash, S. (1999). “How liquefiable are cohesive soils.” Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Lisbon, Portugal, 611–618.
Robertson, P. K. (1990). “Soil classification using the cone penetration test.” Can. Geotech. J., 27(1), 151–158.
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. and Found. Div., 97(9), 1249–1273.
Seed, H. B., and Idriss, I. M. (1982). “Ground motions and soil liquefaction during earthquakes.” Earthquake Engineering Research Center monograph, EERI, Berkeley, Calif.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. (1985). “The influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Engrg., 111(12), 1425–1445.
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.” U.S. Geological Survey misc. investigation map I-1935, scale 1:24,000, Dept. of the Interior, U.S. Geological Survey, Reston, Va.
Westinghouse Savannah River Corporation (WSRC). (2000). “CPTu- determination.” Rep. No. K-CLC-G-00067, Aiken, S.C.
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.
Zhang, G., Robertson, P. K., and Brachman, R. W. I. (2002). “Estimating liquefaction-induced ground settlements from CPT for level ground.” Can. Geotech. J., 39(5), 1168–1180.
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Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133 • Issue 1 • January 2007
Pages: 110 - 115
Copyright
© 2007 ASCE.
History
Received: Feb 7, 2006
Accepted: Jun 14, 2006
Published online: Jan 1, 2007
Published in print: Jan 2007
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