Research Article
Mar 1964

Unwatering Akosombo Cofferdams

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Publication: Journal of the Soil Mechanics and Foundations Division
Volume 90, Issue 2

Abstract

A high and almost completely submerged rockfill and cofferdam was sealed by inducing artificial silting on its water face. First, the rockfill was placed by dumping, and carefully selected transition zone material was then placed on the slope of the rockfill. The water outside the cofferdam was rendered muddy by pumping clay and silt from the river bottom and discharging it near and along the water face of the cofferdam. At the same time, water was pumped from within the cofferdam, creating a differential head on the rockfill and the transition zone. Under the influence of this head, the suspended clay and silt penetrated the transition and made it watertight. The cofferdam was sealed and unwatered at an appreciable saving of time and money.

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Published In

Journal of the Soil Mechanics and Foundations Division
Volume 90Issue 2March 1964
Pages: 111 - 125

History

Published in print: Mar 1964
Published online: Feb 12, 2021

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Donald J. Bleifuss, F.ASCE
Consulting Engr., Atherton, Calif.

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