Discussion of “Liquefaction Potential of Recent Fills versus Natural Sands Located in High-Seismicity Regions Using Shear-Wave Velocity” by R. Dobry, T. Abdoun, K. H. Stokoe II, R. E. S. Moss, M. Hatton, and H. El Ganainy
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Volume 142, Issue 11
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References
Andrus, R. D., and Stokoe II, K. H. (2000). “Liquefaction resistance of soils from shear wave velocity.” J. Geotech. Geoenviron. Eng., 1015–1025.
Arango, I., Lewis, M. R., and Kramer, C. (2000). “Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures.” Soil Dyn. Earthquake Eng., 20(1-4), 17–25.
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Hayati, H., Andrus, R. D., Gassman, S. L., Hasek, M., Camp, W. M., and Talwani, P. (2008). “Characterizing the liquefaction resistance of aged soils.” Proc., Geotechnical Earthquake Engineering and Soil Dynamics IV, D. Zeng, M. Manzari, and D. Hilunen, eds., Reston, VA, 1–10.
Idriss, I. M., and Boulanger, R. W. (2008). “Soil liquefaction during earthquakes.”, Earthquake Engineering Research Institute, Oakland, CA.
Lewis, M., Arango, I., and Michael Mchood, M. (2008). “Geotechnical engineering at the Savannah River site and Bechtel.” ASCE, Reston, VA.
Schneider, J. A., and Moss, R. E. S. (2011). “Linking cyclic stress and cyclic strain based methods for assessment of cyclic liquefaction triggering in sands.” Geotecnique Lett., 1(2), 31–36.
Seed, H. B, Arango, I., and Chan, C. K. (1975). “Evaluation of soil liquefaction potential during earthquakes.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Youd, T. L. (1984). “Recurrence of liquefaction at the same site.” Proc., 8th World Conf. on Earthquake Engineering, Vol. 3, Prentice-Hall, Englewood Cliffs, NJ, 231–238.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 11 • November 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Apr 9, 2015
Accepted: Jun 26, 2015
Published online: Aug 5, 2016
Published in print: Nov 1, 2016
Discussion open until: Jan 5, 2017
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