Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 8
Abstract
A procedure is proposed to evaluate the triggering of liquefaction in ground subjected to a static shear stress, i.e., sloping ground, using the yield strength ratio, Thirty liquefaction flow failures were back analyzed to evaluate shear strengths and strength ratios mobilized at the triggering of liquefaction. Strength ratios mobilized during the static liquefaction flow failures ranged from approximately 0.24 to 0.30 and are correlated to corrected cone and standard penetration resistances. These yield strength ratios and previously published liquefied strength ratios are used to develop a comprehensive liquefaction analysis for ground subjected to a static shear stress. This analysis addresses: (1) liquefaction susceptibility; (2) liquefaction triggering; and (3) post-triggering/flow failure stability. In particular, step (2) uses the yield strength ratio back-calculated from flow failure case histories and the cyclic stress method to incorporate seismic loading.
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References
Baziar, M. H., and Dobry, R.(1995). “Residual strength and large-deformation potential of loose silty sands.” J. Geotech. Eng., 121(12), 896–906.
Been, K., Conlin, B. H., Crooks, J. H. A., Fitzpatrick, S. W., Jefferies, M. G., Rogers, B. T., and Shinde, S.(1987). “Back analysis of the Nerlerk berm liquefaction slides: Discussion.” Can. Geotech. J., 24, 170–179.
Castro, G., Keller, T. O., and Boynton, S. S. (1989). “Re-evaluation of the Lower San Fernando Dam: Report 1, an investigation of the February 9, 1971 slide.” U.S. Army Corps of Engineers Contract Rep. No. GL-89-2, Vols. 1 and 2, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss.
Eckersley, D.(1990). “Instrumented laboratory flow slides.” Geotechnique, 40, 489–502.
Fear, C. E., and Robertson, P. K.(1995). “Estimating the undrained strength of sand: A theoretical framework.” Can. Geotech. J., 32(4), 859–870.
Hanzawa, H.(1980). “Undrained strength and stability analysis for a quick sand.” Soils Found., 20(2), 17–29.
Hanzawa, H., Itoh, Y., and Suzuki, K.(1979). “Shear characteristics of a quick sand in the Arabian Gulf.” Soils Found., 19(4), 1–15.
Harder, L. F., Jr., and Boulanger, R. (1997). “Application of and correction factors.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, T. L. Youd and I. M. Idriss, eds., NCEER-97-0022, 167–190.
Hedien, J. E., Anderson, R. J., and Niznik, J. A. (1998). “Evaluation of liquefaction potential and seismic safety for Tennessee Valley Authority embankment dams.” Proc., Conf. on Current Earthquake Engineering Research in the Central United States (CEERICUS’98), D. F. Laefer and J. P. Arnett, eds., Univ. of Illinois-Urbana-Champaign, April 4, II-1–II-8.
Hicks, M. A., and Boughrarou, R.(1998). “Finite element analysis of the Nerlerk underwater berm failures.” Geotechnique, 48(2), 169–185.
Ishihara, K. (1984). “Post-earthquake failure of a tailings dam due to liquefaction of the pond deposit.” Proc., Int. Conf. on Case Histories in Geotechnical Engineering, Rolla, Mo., May 6–11, 3, 1129–1143.
Ishihara, K.(1993). “Liquefaction and flow failure during earthquakes.” Geotechnique, 43(3), 351–415.
Kuerbis, R., Negussey, D., and Vaid, Y. P. (1988). “Effect of gradation and fines content on the undrained response of sand.” Hydraulic fill structures, ASCE Geotechnical Engineering Division Specialty Publication No. 21, D. J. A. Van Zyl and S. G. Vick, eds., Fort Collins, Colo., 330–345.
Makdisi, F. I., and Seed, H. B.(1978). “Simplified procedure for estimating dam and embankment earthquake-induced deformations.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(7), 849–867.
Miura, K., Yoshida, N., Nishimura, M., and Wakamatsu, K. (1998). “Stability analysis of the fill embankment damaged by recent two major earthquakes in Hokkaido, Japan.” Proc., 1998 Geotechnical Earthquake Engineering and Soil Dynamics Specialty Conf., ASCE Geo-Institute Geotechnical Specialty Publication No. 75, Vol. 2, August 3–6, Seattle, 926–937.
Olson, S. M. (2001). “Liquefaction analysis of level and sloping ground using field case histories and penetration resistance.” PhD thesis, Univ. of Illinois-Urbana-Champaign, Urbana, Ill. 549 p. (available at http://pgi-tp.ce.uiuc.edu/olsonwebfiles/olsonweb/index.htm)
Olson, S. M., Stark, T. D., Walton, W. H., and Castro, G.(2000). “1907 Static liquefaction flow failure of North Dike of Wachusett Dam.” J. Geotech. Geoenviron. Eng., 126(12), 1184–1193.
Olson, S. M., and Stark, T. D. (2001). “Liquefaction analysis of Lower San Fernando Dam using strength ratios.” Proc., Fourth Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, S. Prakash, ed., San Diego. Paper 4.05.
Olson, S. M., and Stark, T. D.(2002). “Liquefied strength ratio from liquefaction flow failure case histories.” Can. Geotech. J., 39, 629–647.
Ovando-Shelley, E., and Perez, B. E.(1997). “Undrained behavior of clayey sands in load controlled triaxial tests.” Geotechnique, 47(1), 97–111.
Pillai, V. S., and Stewart, R. A.(1994). “Evaluation of liquefaction potential of foundation soils at Duncan Dam.” Can. Geotech. J., 31, 951–966.
Pitman, T. D., Robertson, P. K., and Sego, D. C.(1994). “Influence of fines on the collapse of loose sands.” Can. Geotech. J., 31, 728–739.
Poulos, S. J. (1988). “Liquefaction and related phenomena.” Advanced dam engineering for design, construction, and rehabilitation, R. B. Jansen, ed., Van Nostrand Reinhold, New York, 292–320.
Poulos, S. J., Castro, G., and France, W.(1985a). “Liquefaction evaluation procedure.” J. Geotech. Eng., 111(6), 772–792.
Poulos, S. J., Robinsky, E. I., and Keller, T. O.(1985b). “Liquefaction resistance of thickened tailings.” J. Geotech. Eng., 111(12), 1380–1394.
Rogers, B. T., Been, K., Hardy, M. D., Johnson, G. J., and Hachey, J. E. (1990). “Re-analysis of Nerlerk B-67 berm failures.” Proc., 43rd Can. Geot. Conf.—Prediction of Performance in Geotechnique, Quebec, Canada, 1, 227–237.
Sasitharan, S., Robertson, P. K., Sego, D. C., and Morgenstern, N. R.(1993). “Collapse behavior of sand.” Can. Geotech. J., 30, 569–577.
Seed, R. B., and Harder, L. F., Jr. (1990). “SPT-based analysis of cyclic pore pressure generation and undrained residual strength.” Proc., H.B. Seed Memorial Symp., Bi-Tech Publishing Ltd., 2, 351–376.
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., Seed, R. B., Harder, L. F., and Jong, H.-L. (1989). “Re-evaluation of the Lower San Fernando Dam: Report 2, examination of the post-earthquake slide of February 9, 1971.” U.S. Army Corps of Engineers Contract Rep. No. GL-89-2, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R.(1985). “The influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Eng., 111(12), 1425–1445.
Sladen, J. A., D’Hollander, R. D., and Krahn, J.(1985). “The liquefaction of sands, a collapse surface approach.” Can. Geotech. J., 22, 564–578.
Sladen, J. A., D’Hollander, R. D., Krahn, J., and Mitchell, D. E.(1987). “Back analysis of the Nerlerk berm liquefaction slides: Reply.” Can. Geotech. J., 24, 179–185.
Sladen, J. A., and Hewitt, K. J.(1989). “Influence of placement method on the in situ density of hydraulic sand fills.” Can. Geotech. J., 26, 453–466.
Spencer, E.(1967). “A method of analysis of the stability of embankments assuming parallel inter-slice forces.” Geotechnique, 17(1), 11–26.
Stark, T. D., and Olson, S. M.(1995). “Liquefaction resistance using CPT and field case histories.” J. Geotech. Eng., 121(12), 856–869.
Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York.
Vaid, Y. P., and Chern, J. C. (1985). “Cyclic and monotonic undrained response of saturated sands.” Proc., Advances in the Art of Testing Soils under Cyclic Conditions, V. Khosla, ed., ASCE, New York, 120–147.
Wright, S. G. (1992). UTEXAS3: A computer program for slope stability calculations, Geotechnical Engineering Software GS86-1, Dept. of Civil Engineering, Univ. of Texas, Austin.
Yamamuro, J. A., Covert, K. M., and Lade, P. V. (1999). “Static and cyclic liquefaction of silty sands.” Proc., Int. Workshop on the Physics and Mechanics of Soil Liquefaction, P. V. Lade and J. A. Yamamuro, eds., Baltimore, 55–65.
Yegian, M. K., Ghahraman, V. G., and Harutinunyan, R. N.(1994). “Liquefaction and embankment failure case histories, 1988 Armenian earthquake.” J. Geotech. Eng., 120(3), 581–596.
Youd, T. L., and Idriss, I. M., Eds. (1997). “Summary report.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, NCEER-97-0022, 1–40.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 129 • Issue 8 • August 2003
Pages: 727 - 737
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Aug 18, 2000
Accepted: Oct 20, 2002
Published online: Jul 15, 2003
Published in print: Aug 2003
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