DISCUSSIONS AND CLOSURES
Jan 1, 1997
Discussion: Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer
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References
1.
Holchin, J. D., and Vallejo, L. E. (1995). “The liquefaction of sand lenses due to cyclic loading.”Proc., 3rd Int. Conf. on Geotech. Earthquake Engrg. and Soil Dyn., Vol. 1, 253–259.
2.
Schofield, A. N. (1988). “Geotechnical centrifuge modeling in 1988.”Rep. CUED/D-SOILS/TR.213, Engrg. Dept., Cambridge Univ., Cambridge, U.K.
3.
Seed, H. B.(1968). “Landslides during earthquakes due to soil liquefaction.”J. Soil Mech. and Found. Div., ASCE, 94(5), 1053–1122.
4.
Vallejo, L. E. (1988). “The liquefaction of sand lenses during an earthquake.”Earthquake engineering and soil dynamics II, J. L. Von Thun, ed., Geotech. Spec. Publ. No. 20, ASCE, New York, N.Y., 493–507.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 123 • Issue 1 • January 1997
Pages: 80 - 82
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Jan 1, 1997
Published in print: Jan 1997
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Authors
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Luis E. Vallejo, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., 949 Benedum Hall, Univ. of Pittsburgh, Pittsburgh, PA 15261.
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