Research Article
Jul 1977

Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains

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Publication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 7

Abstract

The installation of a drainage system offers an attractive and economical procedure for stabilizing an otherwise potentially liquefiable sand deposit. Such a procedure has already been used in one case involving the construction of stone columns in a relatively loose sand deposit, and it is being proposed for stabilization of a medium dense sand layer. The paper presents a simplified theory that provides a convenient basis for evaluating the possible effectiveness of a grain drain system in such cases. Where appropriate, additional analyses may readily be made using a computer program (LARF) based on the theory presented, but for most practical cases, it is believed that the charts presented in the paper will provide for effective stabilization of potentially liquefiable sand deposits.

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Journal of the Geotechnical Engineering Division
Volume 103Issue 7July 1977
Pages: 757 - 768

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Published in print: Jul 1977
Published online: Feb 11, 2021

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H. Bolton Seed, M.ASCE
Prof. of Civ. Engrg.; Univ. of California, Berkeley, California
John R. Booker
Visiting Scholar; Dept. of Civ. Engrg., Univ. of California, Berkeley, California; formerly, Sr. Lect., Dept. of Civ. Engrg., Univ. of Sydney, Sydney, Australia

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