Page 8 - Buried Pipe Design
P. 8

vi   Contents
           Chapter 3. Design of Gravity Flow Pipes                        65

              Soils                                                       65
               Soil classes                                               65
               Soil-pipe interaction                                      69
               Embedment                                                  71
               Compacting techniques                                      72
              Trench Width                                                74
               Wheel loads                                                76
               Water table                                                76
               Soil particle migration                                    76
               Voids in the embedment                                     77
               Heavy equipment                                            77
              Rigid Pipe Analysis                                         78
               Three-edge bearing strength                                78
               Bedding factors and classifications                        79
               Installation design                                        79
              Flexible Pipe Analysis                                      83
               Installation design                                        83
               Spangler’s Iowa formula                                    84
               Use of the constrained soil modulus for flexible pipe design  91
               Deflection lag and creep                                   95
               Watkins’s soil-strain theory                               103
               Empirical method                                           106
              Pipe Design Criteria                                        109
               Performance limits                                         109
               Safety factors                                             120
              Parallel Pipes and Trenches                                 121
               Rigid pipes                                                128
               Safety factors                                             129
               Parallel trench                                            129
               Vertical trench walls                                      129
               Sloped trench walls                                        133
               Excavation                                                 134
              Analytical Methods for Predicting Performance
               of Buried Flexible Pipes                                   137
               Introduction                                               137
               Flexible pipe design and analysis                          137
               Methods for predicting pipe performance                    139
               Conclusions                                                146
              Finite Element Methods                                      146
               Introduction                                               146
               A general description of FEA solutions for buried pipe     148
               PIPE5 analysis procedure                                   150
               Example applications                                       165
               Summary and conclusions                                    177
              References                                                  178

           Chapter 4. Design of Pressure Pipes                           183
              Pipe Wall Stresses and Strains                              183
               Hydrostatic pressure                                       183
               Surge pressure                                             186
               External loads                                             192
               Combined loading                                           193
               Longitudinal stresses                                      195
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