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
1.
Abel, J. F., Mark, R., and Richards, R. (1973). “Stresses around flexible elliptic pipes.” J. Soil Mech. and Found. Div., ASCE, 99(SM7), 509–526.
2.
Burns, J. Q., and Richard, R. M. (1964). “Attenuation of stresses for buried cylinders.” Proc. Symposium on Soil‐Structure Interaction, Univ. of Arizona, Tucson, Ariz., 379–392.
3.
Duncan, J. M., et al. (1977). “Hyperbolic volume change parameters for nonlinear finite element analyses of stresses and movements in soil masses.” Geotechnical Engineering Report, Univ. of California, Berkeley, Calif.
4.
Einstein, H. H., and Schwartz, C. W. (1979). “Simplified analysis for tunnel supports.” J. Geotech. Engrg. Div., ASCE, 105(GT4), 499–518.
5.
Gumbel, J. E., et al. (1981). “Interactive design of buried flexible pipes—a fresh approach from basic principles.” Ground Engrg., 14(4), 36–40.
6.
Hoeg, K. (1968). “Stresses against underground structural cylinders.” J. Soil Mech. and Found. Div., ASCE, 94(SM4), 833–858.
7.
Marston, A., and Anderson, A. O. (1913). “The theory of loads on pipes in ditches and tests on cement and clay drain, tile and sewer pipe.” Bulletin 31, Engineering Experimental Station, Iowa State College, Ames, Iowa.
8.
Moore, I. D. (1985a). “The stability of buried tubes,” thesis presented to the University of Sydney, at Sydney, Australia, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9.
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.
10.
Spangler, M. G. (1938). “The structural design of flexible pipe culverts.” Public Roads, 18(12), 217–231.
11.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity. 3rd Ed., McGraw‐Hill, New York, N.Y.
12.
Wong, K. S., and Duncan, J. M. (1976). “Summary of field instrumentation study on a 35‐foot span aluminum culvert in Greenbrier County, West Virginia.” Report to highway products division, Kaiser Aluminium and Chemical Sales, Inc., Oakland, Calif.
13.
Zienkiewicz, O. C. (1977). The finite element method. McGraw‐Hill, New York, N.Y.
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Copyright © 1988 ASCE.
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Published online: Jun 1, 1988
Published in print: Jun 1988
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