Research Article
Nov 1957

Garrison Dam-Evaluation of Results from Tunnel Tests Section

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Publication: Journal of the Soil Mechanics and Foundations Division
Volume 83, Issue 4

Abstract

This paper describes the principal methods employed in evaluating the observations from the large (36 foot diameter) tunnel test section at Garrison Dam and the major results therefrom-including load on the temporary support ribs, magnitude and distribution of load on the permanent concrete lining, and a better understanding of the inherent safety of a circular lining provided by ring action. Some new analytical methods are presented and their possible application is discussed.

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Journal of the Soil Mechanics and Foundations Division
Volume 83Issue 4November 1957
Pages: 1439-1 - 1439-49

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Published in print: Nov 1957
Published online: Feb 12, 2021

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K. S. Lane, M.ASCE
Chief, Foundations and Materials Branch, Kansas City Dist., Corps of Engrs., Kansas City, Mo.; formerly Chief, Soils and Geology Branch, Garrison Dist., Riverdale, N. Dak.

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