Research Article
Jun 1979
Simplified Procedure for Effective Stress Anaysis of Ground Response
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 6
Abstract
A review is made of several analytical approaches to the determination of pore-pressure generation and dissipation in saturated sands at level sites during earthquakes and the effects of the resulting pore-pressure buildup on the seismic response of these sites. A simplified procedure is described that uncouples the nonlinearity of the stress-strain relationship of the sand under cyclic shear loading and the gradual stiffness degradation caused by the pore-pressure buildup under the type of loading. It was found that stress reduction between a total stress analysis, where the effective confining pressure is considered to remain constant throughout the earthquake, and an effective stress analysis that accounts for both types of soil nonlinearity did not exceed about 85% under the most severe conditions. Consequently, it is believed that the simplified procedure may be used in conjunction with any ground-response analysis program for the purpose of evaluating ground response including pore-pressure effects.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 6 • June 1979
Pages: 739 - 758
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jun 1979
Published online: Feb 11, 2021
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Philippe P. Martin, AM.ASCE
Asst. Prof. of Civ. Engrg.; Univ. of Illinois, Urbana, Ill
H. Bolton Seed, F.ASCE
Prof. og Civ. Engrg.; Univ. of California, Berkeley, Calif
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.