Reconsideration of Initiation of Liquefaction in Sandy Soils
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VIEW THE REPLYPublication: Journal of Geotechnical Engineering
Volume 121, Issue 3
Abstract
The Berkeley trigger criterion for evaluating the potential for earthquake-induced phenomena in sandy soils is reviewed in this paper. The historical database comprising the criterion is reconsidered using a consistent “weakest-link-in-the-chain” approach. Revised plots of average cyclic stress ratio (CSR) versus ( N1 ) 60 are presented using the new minimum values of ( N1 ) 60 . Lower-bound state lines, in terms of ( N1 ) 60, are applied to the nonliquefied data and upper-bound state lines are applied to the liquefied data. It is found that these lines do not coincide, forming a single trigger line in either clean sand or sand with fines; instead, they define a zone in which liquefaction may or may not occur. An additional zone is defined in which earthquake-induced phenomena are likely to consist of only sand boils. This supports the necessity of site-specific investigations to determine liquefaction potential. The results of this study demonstrate the effect of fines content on liquefaction potential, but not to the same extent as found in original interpretations of the field data.
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References
1.
Ambraseys, N. N.(1988). “Engineering seismology.”Earthquake Engrg. and Struct. Dynamics, 17(1), 1–105.
2.
Andrus, R. D., Stokoe, K. H., and Roesset, J. M. (1991). “Liquefaction of gravelly soil at Pence Ranch during the 1983 Borah Peak earthquake.”Proc., Soil Dynamics and Earthquake Engrg., V, Computational Mech. Publ., Southampton, England, 251–262.
3.
Bartlett, S. F., and Youd, T. L. (1992). “Empirical analysis of horizontal ground displacements generated by liquefaction-induced lateral spreads.”Tech. Rep. NCEER-92-0021, Nat. Ctr. for Earthquake Engrg. Res. (NCEER), State Univ. of New York at Buffalo, N.Y.
4.
Byrne, P. M., Imrie, A. S., and Morgenstern, N. R. (1993). “Results and implications of seismic performance studies—Duncan Dam.”Proc., 46th Annu. Can. Geotech. Conf., Can. Geotech. Soc., Ottawa, Canada, 271–281.
5.
Casagrande, A. (1976). “Liquefaction and cyclic deformation of sands, a critical review.”Harvard Soil Mech. Ser. No. 88, Harvard Univ., Cambridge, Mass.
6.
Fear, C. E., and McRoberts, E. C. (1993). “Report on liquefaction potential and catalogue of case records.”Internal Res. Rep., Geotech. Engrg. Library, Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada.
7.
Ishihara, K.(1993). “Liquefaction and flow failure during earthquakes.”Géotechnique, London, England, 43(3), 351–415.
8.
Iwasaki, T., Kawashima, K., and Tokida, K. (1978). “Report of the Miyagiken-Oki earthquake of June, 1978.”Rep. No. 1422, Public Works Res. Inst., Ministry of Constr., Tokyo, Japan (in Japanese).
9.
Jamiolkowski, M., Baldi, G., Bellotti, R., Ghionna, V., and Pasqualini, E. (1986). “Penetration resistance and liquefaction of sands.”Proc., 11th Int. Conf. of Soil Mech. and Found. Engrg., Balkema, The Netherlands, 1891–1896.
10.
Kayen, R. E., Mitchell, J. K., Lodge, A., Seed, R. B., Nishio, S., and Coutinho, R. (1992). “Evaluation of SPT-, CPT-, and shear wave-based methods for liquefaction potential assessment using Loma Prieta data.”Proc., 4th Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction; Tech. Rep. NCEER-92-0019, 1, M. Hamada and T. D. O'Rouke, eds., Nat. Ctr. for Earthquake Engrg. Res. (NCEER), State Univ. of New York at Buffalo, N.Y., 177–204.
11.
Kishida, H.(1969). “Characteristics of liquefied sands during Mino-Owari, Tohnankai and Fukui earthquakes.”Soils Found., 9(1), 75–92.
12.
Kodera, J. (1964). “Earthquake damage and the ground of pier foundations, Part 1.”Tsuchi-To-Kiso, Tokyo, Japan, 12(3), 11–18 (in Japanese).
13.
Liao, S. S. C. (1986). “Statistical modeling of earthquake-induced liquefaction,” PhD dissertation, Dept. of Civ. Engrg., Mass. Inst. of Technol. (MIT), Cambridge, Mass.
14.
Liao, S. S. C., and Whitman, R. V. (1986). “A catalog of liquefaction and non-liquefaction occurrences during earthquakes.”Res. Rep., Dept. of Civ. Engrg., Mass. Inst. of Technol. (MIT), Cambridge, Mass.
15.
McRoberts, E. C., and Sladen, J. A.(1992). “Observations on static and cyclic sand liquefaction methodologies.”Can. Geotech. J., Ottawa, Canada, 29(4), 650–665.
16.
National Research Council. (1985). “Liquefaction of soils during earthquakes.”Committee Rep. on Earthquake Engineering, Commission on Engineering and Technical Systems, G. W. Housner, chairman, National Academy Press, Washington, D.C.
17.
Research report of sand liquefaction during the Tangshan earthquake. (1982). Beijing Municipal Bureau of City Plng, Dept. of Geotech. Exploration, Beijing, China (in Chinese).
18.
Robertson, P. K. (1994). “Suggested terminology for liquefaction.”Proc., 47th Can. Geotech. Conf., Can. Geotech. Soc., Ottawa, Canada, 277–286.
19.
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., Ottawa, Canada, 29(4), 686–695.
20.
Rollins, K. M., and Seed, H. B.(1990). “Influence of buildings on potential liquefaction damage.”J. Geotech. Engrg., ASCE, 116(2), 165–185.
21.
Seed, H. B.(1987). “Design problems in soil liquefaction.”J. Geotech. Engrg., ASCE, 113(8), 827–845.
22.
Seed, H. B. (1983). “Earthquake-resistant design of earth dams.”Proc., Symp. on Seismic Des. of Embankments and Caverns, ASCE, New York, N.Y., 41–64.
23.
Seed, H. B., Arango, I., and Chan, C. (1975). “Evaluation of soil liquefaction potential during earthquakes.”Rep. No. EERC 75-28, Univ. of California, Berkeley, Calif.
24.
Seed, H. B., and Idriss, I. M.(1971). “Simplified procedure for evaluating soil liquefaction potential.”J. Soil Mech. Found. Div., ASCE, 97(9), 1249–1273.
25.
Seed, H. B., and Peacock, W. H.(1971). “Test procedures for measuring soil liquefaction characteristics.”J. Soil Mech. Found. Div., ASCE, 97(8), 1099–1119.
26.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R.(1985). “Influence of SPT procedures in soil liquefaction resistance evaluations.”J. Geotech. Engrg., ASCE, 111(12), 1425–1445.
27.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M. (1984). “The influence of SPT procedures in soil liquefaction resistance evaluations.”Rep. No. UCB/EERC-84/15, Earthquake Engrg. Res. Ctr., Coll. of Engrg., Univ. of Calif., Berkeley, Calif.
28.
Shengcong, F., and Tatsuoka, F. (1983). Report of Japan-China cooperative research on engineering lessons from recent Chinese earthquakes, including the 1976 Tangshan earthquake (Part 1), C. Tamura, T. Katayama, and F. Tatsuoka, eds., Inst. of Industrial Sci., Univ. of Tokyo, Tokyo, Japan.
29.
Skempton, A. W.(1986). “Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation.”Géotechnique, London, England, 36(3), 425–447.
30.
Tsuchida, H. (1979). “The damage to port structures by the 1978 Miyagiken-Oki earthquake.”Tech. Note 325, Port and Harb. Res. Inst., Ministry of Transport, Tokyo, Japan (in Japanese).
31.
Yegian, M. K., Ghahraman, V. G., and Hrutiunyan, R. N.(1994). “Liquefaction and embankment failure case histories, 1988 Armenian earthquake.”J. Geotech. Engrg., ASCE, 120(3), 581–596.
32.
Youd, T. L. (1993). “Liquefaction-induced lateral spread displacement.”Tech. Note N-1862, Naval Civ. Engrg. Lab., Port Hueneme, Calif.
33.
Youd, T. L., and Bennett, M. J.(1983). “Liquefaction Sites, Imperial Valley, California.”J. Geotech. Engrg., ASCE, 109(3), 440–457.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Mar 1, 1995
Published in print: Mar 1995
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