Closure to “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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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 5
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References
Hatanak, 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. (1985). “Stability of natural deposits during earthquakes.” State-of-the-Art Reports, XI lnt. Conf. on Soil Mechanics and Foundation Engineering, San Francisco.
Ishihara, K. (1993). “Liquefaction and flow failure during earthquakes.” The 33rd Rankine lecture, Geotechnique 43(3), 351–415.
Lee, D. H., Juang, C. H., and Ku, C. S. (2001). “Liquefaction performance of soils at the site of a partially completed ground improvement project during the 1999 Chi-Chi earthquake in Taiwan.” Can. Geotech. J., 38, 1241–1253.
Yoshimi, Y., Hantanaka, M., and Ohoka, H. (1978). “Undisturbed sampling of saturated sand by freezing.” Soils Found., 18(3), 59–73.
Yoshimi, Y., Tokimatsu, K., and Ohara, J. (1994). “In situ liquefaction resistance of clean sands over a wide density range.” Geotechnique 44(3), 479–494.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 5 • May 2006
Pages: 670 - 672
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© 2006 ASCE.
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Published online: May 1, 2006
Published in print: May 2006
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Authors
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Sheng-Yao Lai
Researcher, Center of Harbor and Marine Technology, Institute of Transportation, Wuchi, Taichung County, Taiwan, ROC. E-mail: [email protected]
Sung-Chi Hsu
Associate Professor, Dept. of Construction Engineering, Chaoyang Univ. of Technology, Wufeng, Taichung City, Taiwan, ROC. E-mail: [email protected]
Ming-Jyh Hsieh
Researcher, Center of Harbor and Marine Technology, Institute of Transportation, Wuchi, Taichung County, Taiwan, ROC. E-mail: [email protected]
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