TECHNICAL PAPERS
Jun 1, 1988

Static Response of Deeply Buried Elliptical Tubes

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 6

Abstract

A parametric study of elliptical tubes deeply buried in uniform elastic ground is reported. The static tube response is determined using both analytical and numerical methods for a range of tube geometries and ground and interface conditions. The structural response is evaluated for both rigid structures and structures that are flexible in bending. The solutions are presented in a series of figures, and a simple procedure is developed for calculating distributions of hoop force, bending moment, and radial deflection by means of simple hand calculations. An example problem is included to demonstrate the effectiveness of the simplified analysis.

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References

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Moore, I. D. (1985b). “The static response of deeply buried elliptical tubes.” Research Report No 004.11.85, Department of Civil Engineering and Surveying, University of Newcastle, Newcastle, Australia.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 6June 1988
Pages: 672 - 687

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Published online: Jun 1, 1988
Published in print: Jun 1988

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Authors

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Ian D. Moore
Lect., Dept. of Civ. Engrg. and Surveying, Univ. of Newcastle, Newcastle, New South Wales, 2308, Australia

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