Page 205 - Buried Pipe Design

Design of Gravity Flow Pipes 179

7. Dunn, I. S., L. R. Anderson, and F. W. Kiefer. 1980. Fundamentals of Geotechnical
Analysis, 1st ed. New York: Wiley.
8. Gere, J. M., and W. Weaver. 1980. Analysis of Framed Structures, 2d ed. New York:
Van Nostrand Reinhold Co.
9. Goddard, J. B. 1996. An Analysis of Flexible Pipe Using the Burns & Richard
Solution [software]. Columbus, Ohio: Advanced Drainage Systems, Inc.
10. Hartley, J. P., and J. M. Duncan. 1987. E′ and Its Variations with Depth. Journal of
Transportation Engineering, ASCE 113(5):538–553.
11. Hild, J. W. 1975. Compacted Fill. In Foundation Engineering Handbook, 1st ed. Eds.
H. F. Winterkorn and H. Y. Fang. New York: Van Nostrand Reinhold Co.
12. Howard, Amster K. 1977. Modulus of Soil Reaction (E′) Values for Buried Flexible
Pipe. Journal of the Geotechnical Engineering Division, ASCE 103(GT), Proceedings
Paper 127000.
13. Howard, A. K. 1996. Pipeline Installation. Lakewood, Colo.: Relativity Publishing.
14. Janbu, N. 1963. Soil Compressibility as Determined by Odometer and Triaxial
Tests. In Proceedings of European Conference on Soil Mechanics and Foundation
Engineering, pp. 19–25. Wiesbaden, Germany: Soil Mechanics Foundation.
15. Janson, Lars-Eric. 1981. Plastic Gravity Sewer Pipes Subjected to Constant Strain
by Deflection. In Proceedings of the International Conference on Underground
Plastic Pipe, pp. 104–116. New York: American Society of Civil Engineers.
16. Janson, Lars-Eric, and Jan Molin. 1981. Design and Installation of Underground
Plastic Sewer Pipes. In Proceedings of the International Conference on Underground
Plastic Pipe, pp. 79–88. New York: American Society of Civil Engineers.
17. Jensen, Brent M. 1977. Investigations of Strain Limits Proposed for Use in
Designing PVC Pipe Subjected to External Soil Pressure. Master of Science thesis.
Logan: Utah State University.
18. Katona, M. G., P. D. Vittes, C. H. Lee, and H. T. Ho. 1981. CANDE-1980: Box
Culverts and Soil Models. Springfield, Va.: National Technical Information Service.
19. Katona, M. G., J. B. Forrest, F. J. Odello, and J. R. Allgood. 1976. CANDE—A
Modern Approach for the Structural Design and Analysis of Buried Culverts. Report
FHWA-RD-77-5. FHWA, U.S. Department of Transportation.
20. Knight, G. K., and A. P. Moser. 1983. The Structural Response of Fiberglass
Reinforced Plastic Pipe under Earth Loadings. Logan: Buried Structures
Laboratory, Utah State University.
21. Konder, R. L., and J. S. Zelasko. 1963. A Hyperbolic Stress-Strain Formulation of
Sands. In Proceedings of the Second Pan American Conference on Soil Mechanics
and Foundation Engineering. 1:209.
22. Krizek, R. J., R. A. Parmelee, N. J. Kay, and H. A. Elnaggar. 1971. Structural
Analysis and Design of Buried Culverts. National Cooperative Highway Research
Program Report 116. Washington: National Research Council.
23. Kulhawy, F. H., J. M. Duncan, and H. B. Seed. 1969. Finite Element Analysis of
Stresses and Movements in Embankments during Construction. Report No. TE-69-4.
Berkeley: Office of Research Services, University of California.
24. Kunz, Walter M. 1982. Mechanical Properties of Filled Poly Vinyl-Chloride. Master’s
thesis. Logan: Utah State University.
25. Luscher, U. 1966. Buckling of Soil Surrounded Tubes. Journal of Soil Mechanics
and Foundation Div. New York: American Society of Civil Engineers.
26. Marston, A. 1930. The Theory of External Loads on Closed Conduits in the Light of
the Latest Experiments. Bulletin 96. Ames: Iowa Engineering Experiment Station.
27. Meyerhof, G. G., and L. D. Baike. 1963. Strength of Steel Culverts Sheets Bearing
against Compacted Sand Backfill. Highway Research Board Proceedings 30.
28. McGrath, Timothy J. 1998. Replacing E′ with the Constrained Modulus in Flexible
Pipe Design. In Proceedings of the Pipeline Division Conference. San Diego:
American Society of Civil Engineers.
29. McGrath, T. J., R. E. Chambers, and P. A. Sharff. 1990. Recent Trends in
Installation Standards for Plastic Pipe. In Buried Plastic Pipe Technology ASTM
STP 1093, eds. George S. Buczala and Michael J. Cassady. Philadelphia: American
Society for Testing and Materials.