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30. McVay, M.C., & Selig, E.T. (1982). Performance and analysis of a long span culvert,
Soil-structure interaction of subsurface conduits. Transportation Research Board,
TRB, Washington D.C., pp. 23–29.
31. Molin, J. 1985. Long Term Deflection of Buried Plastic Sewer Pipes. Advances in
Underground Pipeline Engineering, pp. 263–277. New York: American Society of
Civil Engineers.
32. Moser, A. P. 1990. Buried Pipe Design. New York: McGraw-Hill.
33. Moser, A. P. 1974. Can Plastic Sewer Pipe Be Installed with 100% Confidence? Paper
presented at the 68th Annual Meeting of the American Society of Sanitation
Engineers in New Orleans.
34. Moser, A. P. 1981. Strain as a Design Basis for PVC Pipes? In Proceedings of the
International Conference on Underground Plastic Pipe, pp. 89–103. New York:
American Society of Civil Engineers Conference.
35. Moser, A. P., R. R. Bishop, O. K. Shupe, and D. R. Bair. 1985. Deflection and Strains
in Buried FRP Pipe Subjected to Various Installation Conditions. Transportation
Research Record 1008. Washington: Transportation Research Board.
36. Moser, A. P., R. K. Watkins, and O. K. Shupe. 1976. Design and Performance of PVC
Pipes Subjected to External Soil Pressure. Logan: Buried Structures Laboratory,
Utah State University.
37. Nyby, D. W. 1981. Finite Element Analysis of Soil Sheet Pipe Interaction. Ph.D. dis-
sertation. Logan: Department of Civil and Environmental Engineering, Utah State
University.
38. Ozawa, Y., and J. M. Duncan. 1973. ISBILD: A Computer Program for Analysis of
Static Stresses and Movements in e Embankments. Report no. TE-73-4. Berkeley:
Office of Research Services, University of California.
39. Piping Systems Institute. 1980. Course Notebook. Logan: Utah State University.
40. PLAXIS Finite Element Code For Soil and Rock Analyses, http://www.plaxis.nl.
41. Reissner, E. 1959. On Final Bending of Pressurized Tubes. Journal of Applied
Mechanics (Transactions of ASME), pp. 386–392.
42. Selig, E. T. 1988. Soil Parameters for Design of Buried Pipelines. In Pipeline
Infrastructure—Proceedings of the Conference, pp. 99–116. New York: American
Society of Civil Engineers.
43. Selig, E. T. 1990. Soil Properties for Plastic Pipe Installations. Buried Pipe
Technology, ASTM STP 1093, eds. George S. Buczala and Michael J. Cassady.
Philadelphia: American Society for Testing and Materials.
44. Sharp, Kevan, L. R. Anderson, A. P. Moser, and R. R. Bishop. 1985. Finite Element
Analysis Applied to the Response of Buried FRP Pipe due to Installation Conditions.
Transportation Research Record 1008. Washington: Transportation Research Board.
45. Spangler, M. G., and R. L. Handy. 1982. Soils Engineering, 4th ed. New York: Harper
& Row.
46. Spangler, M. G. 1941. The Structural Design of Flexible Pipe Culverts. Bulletin 153.
Ames: Iowa Engineering Experiment Station.
47. Timoshenko, S. P. 1961. Theory of Elastic Stability, 2d ed. New York: McGraw-Hill.
48. Timoshenko, S. P. 1968. Strength of Materials, Part II—Advanced Theory and
Problems. Princeton, N.J.: Van Nostrand Company.
49. Timoshenko, S., and D. H. Young. 1961. Elements of Strength of Materials, 4th ed.
Princeton, N.J.: Van Nostrand Company.
50. Uni-Bell PVC Pipe Association. 1982. Handbook of PVC Pipe Design and
Construction. Dallas.
51. Watkins, R. K. 1970. Design of Buried, Pressurized Flexible Pipe. Paper presented
at ASCE National Transportation Engineering Meeting, July, in Boston, App. C.
52. Watkins, R. K., and L. R. Anderson. 2000. Structural Mechanics of Buried Pipes.
New York: CRC Press.
53. Watkins, R. K., and A. P. Moser. 1971. Response of Corrugated Steel Pipe to External
Soil Pressures. Highway Research Record 373:88–112.
54. Watkins, R. K., A. P. Moser, and R. R. Bishop. 1973. Structural Response of Buried
PVC Pipe. Modern Plastics, pp. 88–90.