Technical Papers
Feb 8, 2016

Cylindrical Water Tanks Resting on Soil of Varying Stiffness

Publication: Practice Periodical on Structural Design and Construction
Volume 21, Issue 3

Abstract

Cylindrical water tanks that rest on the ground are commonly employed in water-supply schemes. It is preferred to rest the tank on uniform strata; however, sometimes water tanks need to be rested on strata with varying stiffness. Design professionals generally use coefficients provided by authorities to arrive at hoop forces and bending moments in the wall by considering the base as either hinged or fixed. This paper presents the results of a study of the behavior of cylindrical water tanks resting on nonuniform strata. Marked difference in forces and wall behavior from those noted by authorities were observed. The paper highlights special considerations for the effective performance of such structures in actual field conditions.

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References

el Mezaini, N. (2006). “Effects of soil-structure interaction on the analysis of cylindrical tanks.” Pract. Period. Struct. Des. Constr., 50–57.
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PCA (Portland Cement Association). (1993). Circular water tanks without prestressing, Skokie, IL.
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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 21Issue 3August 2016

History

Received: Nov 5, 2015
Accepted: Jan 7, 2016
Published online: Feb 8, 2016
Discussion open until: Jul 8, 2016
Published in print: Aug 1, 2016

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Authors

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Virendra Prabhakar Dehadrai [email protected]
Research Scholar, Visveswaraya National Institute of Technology, Nagpur, Maharashtra 440010, India (corresponding author). E-mail: [email protected]
R. K. Ingle, Ph.D. [email protected]
Professor, Visveswaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. E-mail: [email protected]; [email protected]

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