DISCUSSIONS AND CLOSURES
Mar 14, 2003
Discussion of “Effects of Nonplastic Fines on the Liquefaction Resistance of Sands” by Carmine P. Polito and James R. Martin II
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 4
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References
Prakash, S. (1981). Soil dynamics, McGraw-Hill, New York.
Seed, H. B., Idriss, I. M., and Arango, I.(1983). “Evaluation of liquefaction potential using field performance data.” J. Geotech. Eng., 109(3), 458–482.
Thevanayagam, S. (2000). “Liquefaction potential and undrained fragility of silty soils.” Proc., 12th World Conf. on Earthquake Engineering, Auckland, New Zealand.
Thevanayagam, S., Fiorillo, M., and Liang, J. (2000). “Effect of non-plastic fines on undrained cyclic strength of silty sands.” Soil Dynamics and Liquefaction 2000, Proc., Geo-Denver 2000, ASCE Geotechnical Special Publication No. 107, R. Y. S. Pak and J. Yamamura, eds., Denver, Colo., August 2000, ASCE, New York, 77–91.
Xenaki, V. C. (2001). “Experimental investigation of the liquefaction resistance of saturated silty sands by cyclic triaxial testing: Effect of the fines content.” MSc thesis, Dept. of Civil Engineering, Univ. of Patras, Patras, Greece (in Greek).
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Copyright © 2003 American Society of Civil Engineers.
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Published online: Mar 14, 2003
Published in print: Apr 2003
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V. C. Xenaki
Graduate Student, Dept. of Civil Engineering, Univ. of Patras, GR-26500, Patras, Greece.
G. A. Athanasopoulos, M.ASCE
Professor, Dept. of Civil Engineering, Univ. of Patras, GR-26500, Patras, Greece.
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