Performance of Buried Small Pipes
Publication: Journal of Irrigation and Drainage Engineering
Volume 114, Issue 3
Abstract
An analytical and experimental program was conducted to study the deflection and load‐carrying capacity of small‐diameter corrugated plastic drain pipes. The pipe samples were buried in different soils with various compaction conditions around the pipe. Measurements were taken of the vertical deflection and the pressure around the pipe under a wide range of surface loads. It was found that the most important parameters governing the pipe deformation are the pipe stiffness and the type and degree of compaction of the soil around the pipe. The variation of the modulus of elasticity of the pipe with deformation should be taken into account in pipe deflection prediction. This factor is particularly important in the case of small‐diameter pipes buried in loose soil. The pipe stiffness was found to deteriorate under cyclic loading and unloading. The measured lateral pressure distribution was found to be almost uniform, which departed from the simplified parabolic assumption.
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References
1.
Carlstroem, B. I. (1981). “Structural design of underground GRP pipe.” Proc. Int. Conference on Underground Plastic Pipe, ASCE, 56–78.
2.
Fagnou, A. Y., and Nasser, K. W. (1974). “Structural behaviour of buried plastic pipe.” Can. J. Civ. Eng., 1, 199–207.
3.
Fenemor, A. D., Bevier, B. R., and Schwab, G. C. (1978). “Prediction for corrugated plastic tubing.” Presented at the Winter Meeting of the Amer. Society of Agric. Engrs., Chicago, Illinois, 78‐2542.
4.
Howard, A. K. (1977). “Modulus of soil reaction values for buried flexible pipe.” J. Geotech. Engrg. Div., ASCE, 103(GTI), 33–43.
5.
Howard, A. K. (1981). “Diametral elongation of buried flexible pipe.” Proc. Int. Conference on Underground Plastic Pipe, ASCE, 191–201.
6.
Reeve, R. C., Slicker, R. E., and Lang, T. J. (1981). “Corrugated plastic tubing.” Proc. Int. Conference on Underground Plastic Pipe, 227–242.
7.
Spangler, M. G. (1941). “The structural design of flexible pipe culverts.” Bulletin 153, Iowa Engrg. Experimental Station, Ames, Iowa.
8.
“Standard test method for external loading properties of plastic pipe by parallelplate loading.” (1977). ASTM Standard D2412‐77, American Society for Testing and Materials, Philadephia, Pa.
9.
Watkins, R. K. (1966). “Structural design of buried circular conduits.” Highway Res. Rec. No. 145, Highway Research Board, Washington, D.C., 1–16.
10.
Watkins, R. K., and Smith, A. B. (1967). “Ring deflection of buried pipes.” Amer. Water Works Association Journal, 59, 367–378.
11.
Watkins, R. K., and Spangler, M. G. (1958). “Some characteristics of the modulus of passive resistance of soil: A study in similitude.” Proc. Highway Res. Board, 37, 576–583.
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Copyright © 1988 ASCE.
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Published online: Aug 1, 1988
Published in print: Aug 1988
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