TECHNICAL PAPERS
Oct 1, 1984

Sheetpile Interlock Tension in Cellular Cofferdams

Publication: Journal of Geotechnical Engineering
Volume 110, Issue 10

Abstract

A method is presented for calculating the interlock tensions in the sheetpile walls of a circular cellular cofferdam. A horizontal strip of unit width of wall is considered and the governing equations are derived from equilibrium and compatibility requirements for the strip. The pressure of the cell fill against the sheetpile walls is assumed known. Numerical examples are presented in which interlock tensions in the arc cell, main cell, and common‐wall are calculated for various pressures. Bulging of the cell walls and rotation of the legs of the connecting Y are also found. The calculations provide theoretical justification for use of an equation for estimating the force in the common‐wall and lead to a generalization of that equation. The method may be applied to other sheetpile wall configurations besides those of a circular cofferdam.

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References

1.
Dismuke, T. D., “Cellular Structures and Braced Excavations,” Foundation Engineering Handbook, H. F. Winterkorn and H. Fang, eds., Van Nostrand Reinhold Co., New York, N.Y., 1975, pp. 451–452.
2.
Dismuke, T. D., “Stress Analysis of Sheet Piling in Cellular Structures,” Proceedings of the Conference on Design and Installation of Pile Foundations and Cellular Structures, Envo Publishing Co., Inc., Pennsylvania, 1970, pp. 339–366.
3.
Henrici, P., Elements of Numerical Analysis, John Wiley and Sons, New York, N.Y., 1964, pp. 105–107.
4.
Lacroix, Y., Esrig, M. I., and Lusher, U., “Design, Construction and Performance of Cellular Cofferdams,” Lateral Stresses in the Ground and Earth Retaining Structures, ASCE, June, 1970, pp. 271–328.
5.
Maitland, J. K., and Schroeder, W. L., “Behavior of Model Circular Sheetpile Cells,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT7, Proc. Paper 14712, July, 1979, pp. 805–821.
6.
Schroeder, W. L., and Maitland, J. K., “Cellular Bulkheads and Cofferdams,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT7, Proc. Paper 14713, July, 1979, pp. 823–838.
7.
Schroeder, W. L., Marker, D. K., and Khuayjarernpanishk, T., “Performance of a Cellular Wharf,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT3, Proc. Paper No. 12790, Mar., 1977, pp. 153–168.
8.
Sorota, M. D., Kinner, E. B., and Haley, M. X., “Cellular Cofferdam for Trident Drydock: Performance,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT12, Proc. Paper 16733, Dec., 1981, pp. 1657–1676.
9.
“Steel Sheet Piling Cellular Cofferdams on Rock,” U.S. Tennessee Valley, TVA Technical Monograph No. 75, Vol. 1, Dec., 1957.
10.
Swatek, E. P., “Cellular Structure Design and Installation,” Proceedings of the Conference on Design and Installation of Pile Foundations and Cellular Structures, Envo Publishing Co., Inc., Pennsylvania, 1970, pp. 413–423.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 110Issue 10October 1984
Pages: 1446 - 1458

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Published online: Oct 1, 1984
Published in print: Oct 1984

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Authors

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Mark P. Rossow, A. M. ASCE
Prof., Dept. of Civ. Engrg., Southern Illinois Univ. at Edwardsville, Edwardsville, Ill. 62026

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