Discussion of “Discriminant Model for Evaluating Soil Liquefaction Potential Using Cone Penetration Test Data” by Sheng-Yao Lai, Sung-Chi Hsu, and Ming-Jyh Hsieh
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Volume 132, Issue 5
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References
Chameau, J. L., Clough, G. W., Reyna, F., and Frost, J. D. (1998). “Liquefaction response of San Francisco bayshore fills.” Bull. Seismol. Soc. Am., 81(5), 1998–2018.
Hatanaka, M., and Uchida, A. (1998). “Drained and undrained shear strengths of a liquefied gravelly fill from Kobe Port Island.” Proc., 1st Int. Conf. on Site Characterization, P. K., Robertson and P. W. Mayne, eds., Balkema, Rotterdam, The Netherlands, 2, 1241–1246.
Hatanaka, M., Uchida, A., and Oh-Oka, H. (1995). “Correlation between the liquefaction strengths of saturated sands obtained by in-situ freezing method and rotary-type triple tube method.” Soils Found., 37(2), 67–75.
Ishihara, K., Yasuda, S., and Nagase, H. (1996). “Soil characteristics and ground damage.” Soils Found., Special Issue, 109–118.
Ito, K., Goto, Y., Ishihara, K., Yasuda, S., and Yoshida, N. (1999). “Detailed in-situ and laboratory tests on the improved ground in Port Island.” Proc., 2nd Int. Conf. on Earthquake Geotech. Engrg., 1, 47–58.
Matsuo, O., and Tsutsumi, T. (1998). “Evaluation of cone penetration testing as an in situ liquefaction resistance measurement.” Proc., 1st Int. Conf. on Site Characterization, P. K. Robertson and P. W. Mayne, eds., Balkema, Rotterdam, The Netherlands, 2, 1309–1315.
Porcino, D., and Ghionna, V. N. (2004). “Undrained shear strength obtained from in situ and laboratory tests.” Proc., 2nd Int. Conf. on Site Characterization, A. V. da Fonseca and P. W. Mayne, eds., Millpress, Rotterdam, the Netherlands, 2, 1851–1860.
Suzuki, Y., Goto, S., Hatanaka, M., and Tokimatsu, K. (1993). “Correlation between strengths and penetration resistances for gravelly soils.” Soils Found., 33(1), 92–101.
Tanaka, H., Shibuya, S., Yamashita, S., and Mimura, M. (1996). “Engineering properties of the ground reclaimed by loose sand.” Tsuchi to Kiso, 44(5), 13–16 (in Japanese).
Tanaka, H., and Tanaka, M. (1998). “Characterization of sandy soils using CPT and DMT.” Soils Found., 38(3), 55–65.
Vaid, Y. P., Sivathayalan, S., Eliadorani, A., and Uthayakumar, M. (1996). “Laboratory testing at U.B.C.” CANLEX Rep. and Addendum, Univ. of Alberta, Edmonton, Alberta, Canada.
Yoshimi, Y., Tokimatsu, K., and Kaneko, O. (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.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 5 • May 2006
Pages: 669 - 670
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© 2006 ASCE.
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Published online: May 1, 2006
Published in print: May 2006
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