Research Article
Apr 1974
Earthquake Induced Settlements in Saturated Sands
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 4
Abstract
Volume change measurements following cyclic loading triaxial tests on saturated sands provided data for estimating the settlement induced in a layer of saturated sand subjected to an earthquake. Expected settlements for well-designed fills where liquefaction will not occur are less than 0.5%. If liquefaction develops the reconsolidation settlement may be as much as 1 to 4%. Field data from several case history examples agree with these general predictions.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 4 • April 1974
Pages: 387 - 406
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Apr 1974
Published online: Feb 10, 2021
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Kenneth L. Lee, M.ASCE
Assoc. Prof., Mech. and Structures Dept., Univ. of California, Los Angeles, Calif
Aurelio Albaisa, AM.ASCE
Traffic Engrg. Asst., Dept. of Traffic, City of Los Angeles, Calif.; formerly Grad. Research Asst., Univ. of California, Los Angeles, Calif
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.