Watkins / Anderson | Structural Mechanics of Buried Pipes | Buch | 978-0-8493-2395-9 | sack.de

Buch, Englisch, 458 Seiten, Format (B × H): 224 mm x 286 mm, Gewicht: 1329 g

Watkins / Anderson

Structural Mechanics of Buried Pipes


1. Auflage 1999
ISBN: 978-0-8493-2395-9
Verlag: Taylor & Francis Inc

Buch, Englisch, 458 Seiten, Format (B × H): 224 mm x 286 mm, Gewicht: 1329 g

ISBN: 978-0-8493-2395-9
Verlag: Taylor & Francis Inc


Buried pipes are a highly efficient method of transport. In fact, only open channels are less costly to construct. However, the structural mechanics of buried pipes can be complicated, and imprecisions in the properties of the soil envelope are usually too great to justify lengthy, complicated analyses. Designers and engineers need principles and methods that simplify analysis and maximize their knowledge of the pipe's performance and performance limits.
Structural Mechanics of Buried Pipes minimizes complicated theories, breaks through the imprecisions in the properties of soil, and presents principles that simplify analysis and lead to designs of higher performance and safety.
With knowledge built on experience, experimentation, and sound principles, the authors guide readers through the design and analysis processes. They use examples based on actual buried structures and analyze a variety of pipe-soil interaction problems.
Sound principles, plentiful examples, and a straightforward presentation provide an outstanding framework for hands-on application and an ideal self-study guide.

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Weitere Infos & Material


Preliminary Ring Design, Ring Deformations, Soil Mechanics, Pipe Mechanics, Ring Stresses, Ring Deflection, Ring Stiffness, Non-Circular Cross Sections, Ring Stability, Encased Flexible Pipes, Rigid Pipes, Minimum Soil Cover, Longitudinal Mechanics, Thrust Restraints, Embedment, Parallel Pipes and Trenches, Special Sections, Stress Analysis, Plastic Pipes, External Hydrostatistics, Buried Tanks and Silos, Leaks in Buried Pipes and Tanks, Long-Span Structures, Economics of Buried Tanks, Non-Circular Linings and Coatings, Risers, Analysis of Buried Structures by the Finite Element Method, Economics of Buried Pipes and Tanks, Appendices


Reynold King Watkins, Loren Runar Anderson both Utah State University, Logan, Utah, USA.



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