TECHNICAL PAPERS
May 1, 1984

Effective Stress Analysis of Seismic Response and Liquefaction: Case Studies

Publication: Journal of Geotechnical Engineering
Volume 110, Issue 5

Abstract

The effective stress method of analysis described in a comparison paper is used to study the effect of various factors on the response and the liquefaction potential of saturated sands. Through a number of analyses, a comparison is made between the results of total stress analysis and effective stress analysis. Analyses are performed to study the effects of the earthquake type, peak base acceleration, depth of water table and coefficient of permeability. The influence of these factors on the pore pressure build up, characteristics of ground surface response and the liquefaction potential are studied.

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References

1.
Dikmen, S. U., “Seismic Response and Liquefaction of Saturated Sands,” thesis presented to the University of Illinois, at Urbana‐Champaign, in 1980, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Dikmen, S. U., and Ghaboussi, J., “Effective Stress Analysis of Seismic Response and Liquefaction: Theory,” Journal of the Geotechnical Division, ASCE, Proc. Paper 18790, Vol. 110, No. 5, 1984, pp. 628–644.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 110Issue 5May 1984
Pages: 645 - 658

History

Published online: May 1, 1984
Published in print: May 1984

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Jamshid Ghaboussi, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, Ill.
S. Umit Dikmen
NUTECH Engrs., San Jose, Calif.

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