Closure to “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-Ik Hwang, Hon-Yim Ko, and Myoung-Mo Kim
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Volume 136, Issue 4
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References
Gibson, R. E. (1958). “The progress of consolidation in a clay layer increasing in thickness with time.” Geotechnique, 18, 171–182.
Ha, I. S., Park, Y. H., and Kim, M. M. (2003). “Dissipation pattern of excess pore pressure after liquefaction in saturated sand deposits.” Transportation Research Record. 1821, Geology and Properties of Earth Materials 2003, Transportation Research Board, Washington, D.C., 59–67.
Ha, I.-S., Olson, S., Seo, M.-W., and Kim, M.-M. (2009). “Evaluation of reliquefaction resistance using shaking table tests.” Soil. Dyn. Earthquake Eng. (under review).
Kokusho, T. (1999). “Water film effect on lateral spreading of liquefied sand.” J. Geotech. Geoenviron. Eng., 125(10), 817–826.
Olson, S. M., Green, R. A., and Obermeier, S. F. (2005). “Geotechnical analysis of paleoseismic shaking using liquefaction effects: A major updating.” Eng. Geol., 76(3–4), 235–261.
Olson, S. M., Obermeier, S. F., and Stark, T. D. (2001). “Interpretation of penetration resistance for back-analysis at sites of previous liquefaction.” Seismol. Res. Lett., 72(1), 46–59.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136 • Issue 4 • April 2010
Pages: 648 - 649
Copyright
© 2010 ASCE.
History
Received: Oct 28, 2009
Accepted: Nov 5, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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