Discussion of “Centrifuge Modeling of Rockfill Embankments on Deep Loose Saturated Sand Deposits Subjected to Earthquakes” by L. M. N. Peiris, S. P. G. Madabhushi, and A. N. Schofield
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 4
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References
Ambraseys, N. N. (1973). “Dynamics and response of foundation materials in epicentral regions of strong earthquakes.” Proc., 5th World Conf Earthquake Engineering.
Christian, J. T., and Swiger, W. F. (1975). “Statistics of liquefaction and SPT results.” J. Geotech. Engrg. Div., 101(11), 1135–1150.
Liu, L., and Dobry, R (1994). “Seismic settlements and pore pressures of shallow foundations.” Proc., Int. Conf. on Centrifuge 94, Taylor & Francis, London, 227–232.
Morris, D. V. (1983). “A note on earthquake-induced liquefaction.” Geotechnique, 33(4), 451–454.
Siu, D., Huber, F., Murray, L. M., and Lozinski, W. (2004). “Seismic upgrade of the Seymour Falls Dam design phase.” Proc., 13th World Conference on Earthquake Engineering, Paper No. 994.
Vaid, Y. P., Byrne, P. N., and Hughes, J. M. O. (1981). “Dilation rate as a measure of liquefaction resistance of saturated granular materials.” J. Geotech. Engrg. Div., 107(7), 1003–1008.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 136 • Issue 4 • April 2010
Pages: 652 - 653
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© 2010 ASCE.
History
Received: Feb 3, 2009
Accepted: Mar 3, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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P.E., P.Eng.
Principal, The Jade Group, 1201-845 Chilco St., Vancouver, B.C., Canada V6G 2R2. E-mail: [email protected]
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