A comparative study of the influence of fines on the liquefaction susceptibility of sands: Field versus laboratory

8th US National Conference on Earthquake Engineering 2006

Volumn 14, Issue , 2006, Pages 8229-8238

  Green, R A ^a   Olson, S M ^b   Polito, C P ^c  

^a UNIVERSITY OF MICHIGAN   (United States)

^b United States of America   (United States)

^c VALPARAISO UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CASE HISTORY; COMPARATIVE STUDIES; CORRECTION FACTORS; CYCLIC RESISTANCE; FINES CONTENT; IN-SITU; INDEX VALUES; LABORATORY STUDIES; LIQUEFACTION EVALUATION; LIQUEFACTION RESISTANCE; LIQUEFACTION SUSCEPTIBILITY; REANALYSIS; SANDY SOILS; TIP RESISTANCE;

CIVIL ENGINEERING; ENGINEERING GEOLOGY; FACTOR ANALYSIS; LABORATORIES; SILT;

SOIL LIQUEFACTION;

EID: 84865843684     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (17)

1. Cetin, K.O., 2000. Reliability-based assessment of seismic soil liquefaction initiation hazard, PhD Thesis, Dept. of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, CA.
2. Cetin, K.O., Seed, R.B., Der Kiureghian, A., Tokimatsu, K., Harder, L.F., Jr., Kayen, R.E., and Moss, R.E.S., 2004. Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential, J. of Geotechnical and Geoenvironmental Engineering, ASCE, 130(12): 1314-1340. (Pubitemid 39631932)
3. Cubrinovski, M. and Ishihara, K., 2002. Maximum and minimum void ratio characteristics of sands, Soils and Foundations, JGS, 42(6): 65-78. (Pubitemid 41289635)
4. Fear, C.E. and McRoberts, E.C., 1995. Report on liquefaction potential and catalogue of case records (revised March 1995), Internal Research Report, Geotechnical Engineering Library, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta.
5. Holzer, T.L., 1998. The Loma Prieta, California, Earthquake of October 17, 1989 - Liquefaction, US Geological Survey Professional Paper 1551-B (T.L. Holzer, ed.), United States Government Printing Office, Washington, DC.
6. th Intl. Conf. on Soil Dynamics and Earthquake Engineering and the 3rd Intern. Conf. on Earthquake Geotechnical Engineering, Berkeley, CA, 32-56.
7. INCEDE, 1999. Report on 1995 Kobe Earthquake, INCEDE Report 1999-03, Institute of Industrial Science, University of Tokyo.
8. Kayen, R.E. and Mitchell, J.K., 1997. Assessment of liquefaction potential during earthquakes by Arias intensity, J. of Geotechnical and Geoenvironmental Engineering, ASCE, 123(12): 1162-1174.
9. nd Japan-US Workshop on Testing, Modeling, and Simulation in Geomechanics, Sept 8-10, 2005, Campus Plaza, Kyoto, Japan, 280-296. {The final workshop proceedings will be published as an ASCE GSP}.
10. Lade, P.V., Liggio, C.D., Jr., Yamamuro, J.A., 1998. Effects of non-plastic fines on minimum and maximum void ratios of sand, Geotechnical Testing J., ASTM, 21(4): 336-347. (Pubitemid 128485748)
11. Liao, S.S.C. and Whitman, R.V., 1986. A catalog of liquefaction and non-liquefaction occurrences during earthquakes, Research Report, Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA.
12. Polito, C.P. and Martin, J.R. II, 2001. Effects of non-plastic fines on the liquefaction resistance of sands, J. of Geotechnical and Geoenvironmental Engineering, ASCE, 127(5): 408-415. (Pubitemid 32434860)
13. Polito, C.P. and Martin, J.R., II, 2003. A reconciliation of the effects of non-plastic fines on the 8233 liquefaction resistance of sands reported in the literature, Earthquake Spectra, 19(3): 635-651.
14. Seed, H.B., Idriss, I.M., and Arango, I., 1983. Evaluation of liquefaction potential using field performance data, J. of Geotechnical Engineering, ASCE, 109(3): 458-482. (Pubitemid 13509026)
15. Seed, H.B., Tokimatsu, K., Harder, L.F., Chung, R.M., 1984. The influence of SPT procedures in soil liquefaction resistance evaluations, EERC Report No. UCB/EERC 84/15, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA.
16. Tokimatsu, K. and Yoshimi, Y., 1983. Empirical correlation of soil liquefaction based on SPT N-value and fines content, Soil and Foundations, JSSMFE, 23(4): 56-74. (Pubitemid 14530310)
17. Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Jr., Hynes, M.E., Ishihara, K., Koester, J.P., Liao, S.S.C., Marcuson, W.F., III, Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R.B., and Stokoe, K.H., II, 2001. Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF Workshops on evaluation of liquefaction resistance of soils, J.of Geotechnical and Geoenvironmental Engineering, ASCE, 127(10): 817-833. (Pubitemid 32974751)