TECHNICAL PAPERS
Jul 1, 1983

Seismically Induced Movement of Retaining Walls

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 7

Abstract

In recent years, new seismic design methods for gravity retaining walls, based on the earthquake‐induced permanent displacement of the wall, have been proposed. These methods generally ignore the effects of ground motion amplification in the backfill on the seismic behavior of the wall. In the present paper, results obtained with a finite element model capable of taking into account the amplification of ground motion in the backfill, while computing permanent distortions, are presented. Implications of these results for design are also considered.

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References

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 7July 1983
Pages: 915 - 931

History

Published online: Jul 1, 1983
Published in print: Jul 1983

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Authors

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Farrokh Nadim
Research Fellow, Norwegian Geotechnical Inst., Oslo, Norway
Robert V. Whitman, F. ASCE
Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.

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