TECHNICAL PAPERS
Oct 1, 1985

Dynamic Soil and Water Pressures of Submerged Soils

Publication: Journal of Geotechnical Engineering
Volume 111, Issue 10

Abstract

Current theories and procedures in evaluating dynamic lateral earth and water pressures due to submerged backfill soils against rigid retaining structures are throughly reviewed. Available experimental data is gathered and compared to the theories. A new generalized apparent angle of seismic coefficient, which can be easily used to evaluate dynamic soil as well as water pressure for a wide range of backfill soil types, is proposed. The new procedure incorporates the effect of the permeability and the geometry of the backfill soils and the modes of the wall movement.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 111Issue 10October 1985
Pages: 1161 - 1176

History

Published online: Oct 1, 1985
Published in print: Oct 1985

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Authors

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Hiroshi Matsuzawa
Assoc. Prof., Dept. of Geotechnical Engrg., Nagoya Univ., Nagoya, Japan (Visiting Scholar, Cornell Univ., Apr.–Aug. 1984)
Isao Ishibashi
Assoc. Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y.
Makoto Kawamura
Assoc. Prof., Dept. of Civ. and Regional Planning, Toyohashi Univ. of Technology, Toyohashi, Japan (Visiting Asst. Prof., Cornell Univ., May 1984–Feb. 1985)

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