Chapter
Mar 21, 2013
Chapter 9

Structural Requirements

Publication: Gravity Sanitary Sewer Design and Construction
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REFERENCES

American Association of State Highway and Transportation Officials (AASHTO). (1997). “Standard specifications for highway bridges,” twelfth ed., AASHTO, Washington, D.C.
American Concrete Pipe Association (ACPA). (1960). “Jacking reinforced concrete pipe lines,” ACPA, Arlington, Va.
ACPA. (1993). “Standard Installations and Bedding Factors for the Indirect Design Method, Design Data 40,” ACPA, Irving, Tex. Available online at www.concrete-pipe.org/pdfs1/DD_40.pdf, accessed March 18, 2007.
ACPA. (2000). “Concrete pipe design manual,” ACPA, Irving, Tex.
American Railway Engineering and Maintenance of Way Association (AREMA). (1981–1982). “Manual for railway engineering,” AREMA, Washington, D.C., 1-4-26 and 8-10-10.
American Society of Civil Engineers (ASCE), Direct Design of Buried Concrete Pipe Standards Committee. (2000). “Standard practice for direct design of buried precast concrete pipe using standard installations (SIDD),” ASCE Standard No. 15-98, ASCE, Reston, Va.
Ductile Iron Pipe Research Association (DIPRA), (2006). “Design of ductile iron pipe.” DIPRA, Birmingham, AL
American Water Works Association (AWWA). (2005). “Manual M45, Fiberglass pipe design manual,” second ed., AWWA, Denver, Colo.
Griffith, J. S., and Keeney, C. (1967). “Load bearing characteristics of bedding materials for sewer pipe.” J. Water Poll. Control Fed., 39, 561.
Howard, A. K. (1977). “Modulus of soil reaction (E′) values for buried flexible pipe.” J. Geotech. Engrg. Div., ASCE, Vol. 103, No. GT, Proc. Paper 12700, ASCE. Reston, Va.
“Jacked-in-place pipe drainage.” (1960). Contractors and Engr. Monthly, 45.
Jumikis, A. R. (1969). “Stress distribution tables for soil under concentrated loads.” Engineering Res. Pub. No. 48, Rutgers University, New Brunswick, N.J., 233.
Jumikis, A. R. (1971). “Vertical stress tables for uniformly distributed loads on soil.” Engineering Res. Pub. No. 52, Rutgers University, New Brunswick, N.J., 495.
Marston, A. (1930). “The theory of external loads on closed conduits in the light of the latest experiments,” Bull. No. 96, Iowa Engineering Experiment Station, Ames, Iowa.
Marston, A., and Anderson, A. O. (1913). “The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe,” Bull. No. 31, Iowa Engineering Experiment Station, Ames, Iowa.
Portland Cement Association (PCA). (1951). “Vertical pressure on culverts under wheel loads on concrete pavement slabs,” Pub. No. ST-65, PCA, Skokie, Ill.
Proctor, R. V., and White, T. L. (1968). “Rock tunneling with steel supports,” Commercial Shearing and Stamping Co., Youngstown, Ohio.
Schlick, W. J. (1932). “Loads on pipe in wide ditches,” Bull. No. 108, Iowa Engineering Experiment Station, Ames, Iowa.
Schrock, B. J. (1978). “Installation of fiberglass pipe.” J. Transp. Div., ASCE, Vol. 104, No. TE6, Proc. Paper 14175, ASCE, Reston, Va.
Sikora, E. J. (1980). “Load factors and non-destructive testing of clay pipe.” J. Water Poll. Control Fed., 53, 2964.
“Soil resistance to moving pipes and shafts.” (1948). Proc., 2nd Intl. Conf., Soil Mech. and Found. Eng., 7, 149.
Spangler, M. G. (1956). “Stresses in pressure pipelines and protective casing pipes.” J. Structural Div., ASCE, Vol. 82, No. ST5, Proc. Paper 1054, ASCE, Reston, Va.
Spangler, M. G. (1941). “The structural design of flexible pipe culverts,” Bull. No. 153, Iowa Engineering Experiment Station, Ames, Iowa.
Spangler, M. G., and Hennessy, R. L. (1946). “A method of computing live loads transmitted to underground conduits.” Proc., 26th Ann. Mtg., Highway Research Board, Transportation Research Board, Washington, D.C., 179.
Taylor, R. K. (1971). “Final report on induced trench method of culvert installation,” Project 1HR-77, State of Illinois, Dept. of Public Works and Buildings, Division of Highways, Springfield, Ill.
U.S. Army Corps of Engineers (USACE). (Undated). “Report of test tunnel,” Part 1, Vol. 1 and 2, Garrison Dam and Reservoir, USACE Publication Depot, Hyattsville, Md.
Van Iterson, F., Th K. (1948). “Earth pressure in mining.” Proc., 2nd Intl. Conf. Soil Mech. and Found. Eng., 3, 314.

BIBLIOGRAPHY

Harell, R. F., and Keeney, C. (1977). “Loads on buried conduit—A ten-year study.” J. Water Poll. Control Fed., 48, 1988.
Moser, A. P., Watkins, R. K., and Shupe, O. K. (1977). “Design and performance of PVC pipes subjected to external soil pressure,” Buried Structure Laboratory, Utah State University, Logan, Utah.
Seaman, D. J. (1979). “Trench backfill compaction control bumpy streets.” Water and Sewage Works, 53, 67.
Watkins, R. K., and Spangler, M. G. (1958). “Some characteristics of the modulus of passive resistance of soil: A study in similitude.” Proc., Highway Research Board, Vol. 37, 576–583, Transportation Research Board, Washington, D.C.
Wenzel, T. H., and Parmelee, R. A. (1977). “Computer-aided structural analysis and design of concrete pipe, concrete pipe and the soil-structural system,” ASTM STP 630, ASTM International, West Conshohocken, Penn., 105–118.

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