Page 157 - Trenchless Technology Piping Installation and Inspection
P. 157

Pipe and Pipe Installation Considerations     123


      Rigid                          Flexible
      Concrete pipe                  Steel pipe
      Vitrified clay pipe            Ductile iron pipe
      Prestressed concrete cylinder pipe  Polyvinyl chloride pipe
      Reinforced concrete pipe       Polyethylene pipe
      Bar-wrapped concrete cylinder pipe  Fiberglass reinforced plastic pipe
      Asbestos-cement pipe           Acrylonitrile-butadiene styrene pipe
      Fiber-cement pipe
     TABLE 4.2  Examples of Rigid and Flexible Pipes


          surrounding the pipe. Typical examples of rigid pipes are clay pipes
          and concrete pipes. On the other hand, flexible pipes are capable of
          deforming (without damage to the pipe) to the extent that the passive
          resistance of soils on the sides is mobilized providing additional sup-
          port. ASTM standards define flexible pipes as pipes that deflect more
          than 2 percent of their diameter without any sign of structural failure.
          Typical examples include ductile iron, high density polyethylene
          pipe (HDPE), steel, and polyvinyl chloride (PVC) pipes. Common
          terminology used to characterize properties of rigid and flexible pipes
          is strength and stiffness. While strength refers to the ability of rigid
          pipes in resisting loads and resulting stress in the pipe materials,
          stiffness refers to the ability of flexible pipes in resisting deflection.
          Pipes that overlap these two categories are sometimes referred to
          as semirigid, semiflexible. or intermediate pipes. However, such dis-
          tinction is seldom made in current design standards (Moser and
          Folkman, 2008). Examples of different types of rigid and flexible
          pipes are given in Table 4.2.
             Rigid and flexible pipes differ in the way they transfer the applied
          loads to the surrounding soil structure. Figure 4.3 gives a simplified

















                    (a) Rigid pipe        (b) Flexible pipe
          FIGURE 4.3  Load transfer mechanisms for rigid and fl exible pipes.
   152   153   154   155   156   157   158   159   160   161   162