Page 331 - Buried Pipe Design
P. 331

302   Chapter Six

              4.0. A factor of 2.0 should be adequate for most controlled instal-
              lations. Where no control is exercised, the design engineer must
              use his or her judgement.
           4. Longitudinal seams are generally adequate.



         Tests on spiral ribbed pipe
         Introduction.  Tests were conducted on a ribbed steel pipe (approxi-
         mately 29.4-in inside diameter). The pipe has a rib profile wall with a
         smooth bore. It is a helical pipe with an interlocking helical joint. The
         tests were conducted at Utah State University in the small soil load
         cell (see Fig. 6.9 and 6.10).
           The soil used for the tests was a silty sand. It was selected because
         of the wide range of possible densities, which makes it ideal for pipe










































         Figure 6.9 Placement of ribbed steel pipe in test cell.
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