Preface |
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xi | |
Acknowledgments |
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xv | |
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Introduction and Overview |
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1 | (8) |
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2 | (2) |
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4 | (1) |
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5 | (1) |
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6 | (1) |
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7 | (1) |
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7 | (1) |
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8 | (1) |
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9 | (56) |
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9 | (21) |
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10 | (12) |
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22 | (8) |
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30 | (3) |
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Nonuniform bedding support |
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30 | (2) |
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32 | (1) |
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32 | (1) |
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Wheel Loading (Live Loads) |
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33 | (20) |
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33 | (2) |
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Highway and railway loads |
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35 | (3) |
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38 | (1) |
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38 | (15) |
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53 | (1) |
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Loads due to Temperature Rise |
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53 | (1) |
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54 | (3) |
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54 | (2) |
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Permanent ground deformation |
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56 | (1) |
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57 | (1) |
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Loads due to Expansive Soils |
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58 | (1) |
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58 | (5) |
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58 | (2) |
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60 | (2) |
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62 | (1) |
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62 | (1) |
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63 | (2) |
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Design of Gravity Flow Pipes |
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65 | (118) |
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65 | (9) |
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65 | (4) |
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69 | (2) |
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71 | (1) |
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72 | (2) |
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74 | (4) |
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76 | (1) |
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76 | (1) |
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76 | (1) |
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77 | (1) |
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77 | (1) |
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78 | (5) |
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Three-edge bearing strength |
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78 | (1) |
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Bedding factors and classifications |
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79 | (1) |
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79 | (4) |
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83 | (26) |
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83 | (1) |
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84 | (7) |
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Use of the constrained soil modulus for flexible pipe design |
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91 | (4) |
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95 | (8) |
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Watkins's soil-strain theory |
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103 | (3) |
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106 | (3) |
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109 | (19) |
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120 | (1) |
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121 | (7) |
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Parallel Pipes and Trenches |
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128 | (9) |
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129 | (1) |
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129 | (1) |
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129 | (4) |
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133 | (1) |
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133 | (1) |
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134 | (3) |
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Analytical Methods for Predicting Performance of Buried Flexible Pipes |
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137 | (9) |
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137 | (1) |
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Flexible pipe design and analysis |
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137 | (2) |
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Methods for predicting pipe performance |
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139 | (7) |
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146 | (1) |
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146 | (32) |
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146 | (2) |
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A general description of FEA solutions for buried pipe |
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148 | (2) |
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150 | (15) |
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165 | (12) |
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177 | (1) |
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178 | (5) |
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183 | (64) |
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Pip Wall Stresses and Strains |
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183 | (15) |
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183 | (3) |
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186 | (6) |
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192 | (1) |
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193 | (2) |
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195 | (3) |
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198 | (46) |
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198 | (3) |
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201 | (37) |
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238 | (5) |
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243 | (1) |
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244 | (3) |
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247 | (38) |
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247 | (10) |
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257 | (3) |
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260 | (5) |
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Prestressed concrete cylinder pipe |
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260 | (3) |
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Reinforced concrete cylinder pipe |
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263 | (1) |
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Reinforced concrete noncylinder pipe |
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264 | (1) |
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Pretensioned concrete cylinder pipe |
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265 | (1) |
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AWWA Design of Reinforced Concrete Pressure Pipe |
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265 | (7) |
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266 | (1) |
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Design Procedure for rigid pipe (AWWA C3000and C302 types) |
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266 | (1) |
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Design procedure for AWWA C303 types of pipe |
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267 | (3) |
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270 | (1) |
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271 | (1) |
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272 | (1) |
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Three-Edge bearing Desing Criteria |
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273 | (2) |
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275 | (3) |
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Desing Strenghts for Concrete Pipes |
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278 | (3) |
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Soil-Pipe Interaction Desing and Analysis (SPIDA) |
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281 | (1) |
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282 | (3) |
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Steel and Ductile Iron Flexible Pipe Products |
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285 | (102) |
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285 | (17) |
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285 | (17) |
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Tests on spiral ribbed pipe |
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302 | (25) |
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Tests on low stiffness ribbed steel pipe |
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309 | (18) |
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327 | (9) |
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AWWA M11, Steel Pipe---A Guide for Design and Installation |
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330 | (6) |
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336 | (32) |
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Testing of ductile-Iron Pipe |
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342 | (23) |
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365 | (3) |
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Prequalification Testing of Pipes Used in Underground Heating Distribution Systems |
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368 | (16) |
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368 | (1) |
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368 | (16) |
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384 | (3) |
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Plastic Flexible Pipe Products |
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387 | (134) |
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Thermoplastic Pipe Materials |
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387 | (72) |
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387 | (10) |
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Long-term stress relaxation and strain limit testing of PVC pipes |
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397 | (18) |
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415 | (3) |
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418 | (14) |
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Evaluation of PVC pipe performance |
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432 | (27) |
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459 | (46) |
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461 | (4) |
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Long-term ductility of polyethylene materials |
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465 | (2) |
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467 | (1) |
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The HDB requirement for PE |
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467 | (1) |
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468 | (1) |
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Structural performance of buried profile-wall HDPE pipe |
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469 | (32) |
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Preformance limits and preliminary design recommendations for profile-wall HDPE pipes |
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501 | (4) |
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Acrylonitrile-Butadiene-Styrene Pipes |
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505 | (2) |
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Other Thermoplastic Pipes |
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507 | (1) |
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508 | (9) |
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Reinforced thermosetting resin pipe |
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509 | (8) |
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517 | (4) |
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Pipe Installation and Trenchiess Technology |
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521 | (68) |
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521 | (1) |
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521 | (1) |
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522 | (3) |
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525 | (1) |
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525 | (1) |
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526 | (1) |
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Thrust Blocks. (see Chap. 4) |
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527 | (1) |
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Thrust Blocks. (see Chaps. 2 and 3) |
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527 | (1) |
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527 | (1) |
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528 | (1) |
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Safety Procedures for Construction and Related Activites |
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528 | (8) |
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528 | (1) |
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528 | (1) |
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529 | (1) |
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530 | (1) |
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530 | (1) |
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530 | (1) |
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530 | (1) |
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Adequate means of treach exit |
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530 | (1) |
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530 | (1) |
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530 | (1) |
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Keep Open traffic lanes clear |
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530 | (1) |
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Posting barricades and warning signs |
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530 | (1) |
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531 | (1) |
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Heavy rains or freezing weather |
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531 | (1) |
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531 | (1) |
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531 | (1) |
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532 | (1) |
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532 | (1) |
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532 | (1) |
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532 | (1) |
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532 | (1) |
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533 | (1) |
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534 | (1) |
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Working in confined spaces |
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535 | (1) |
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536 | (4) |
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536 | (1) |
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537 | (1) |
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Bases for evaluation of liners |
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538 | (1) |
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538 | (2) |
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Legal liability for performance |
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540 | (1) |
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Testing ofinsituform Pipes |
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540 | (9) |
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540 | (3) |
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543 | (2) |
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545 | (3) |
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548 | (1) |
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549 | (1) |
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549 | (1) |
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Trenchless Technology Methods |
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549 | (23) |
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Trenchless renewal methods |
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553 | (8) |
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Trenchless construction methods (TCMs) |
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561 | (11) |
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572 | (15) |
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576 | (2) |
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578 | (1) |
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578 | (1) |
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579 | (1) |
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Components of microtunnel boring machine (MTBM) |
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580 | (5) |
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585 | (2) |
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587 | (2) |
Index |
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589 | |