Page 207 - Buried Pipe Design
P. 207

Design of Gravity Flow Pipes  181

         55. Watkins, R. K., and A. B. Smith. 1967. Ring Deflection of Buried Pipe.  Journal
            AWWA 59(3).
         56. Watkins, R. K., and M. G. Spangler. 1958. Some Characteristics of the Modulus of
            Passive Resistance of Soil—A Study in Similitude.  Highway Research Board
            Proceedings 37:576–583.
         57. White, H. C., and J. P. Layer. 1960. The Corrugated Metal Conduit as a Compression
            Ring. Highway Research Board Proceedings 39:389–397.
         58. Wilson, E. 1971. Solid SAP, A Static Analysis Program for Three-Dimensional Solid
            Structures. SESM Report 71-19. Berkeley: Structural Engineering Laboratory,
            University of California.
         59. Wong, K. S., and J. M. Duncan. 1974. Hyperbolic Stress-Strain Parameters for
            Nonlinear Finite Element  Analysis of Stresses and Movements in Soil Masses.
            Report no. TE-74-3. Berkeley: Office of Research Services, University of California.
         60. Zienkiewitcz, O. C. 1977. The Finite Element Method, 3d ed. New York: McGraw-
            Hill. 33–43. Reprinted with permission from American Society of Civil Engineers.
   202   203   204   205   206   207   208   209   210   211   212