Buch, Englisch, 399 Seiten, Format (B × H): 161 mm x 240 mm, Gewicht: 766 g
Enhancing Partial Factor Design Approaches
Buch, Englisch, 399 Seiten, Format (B × H): 161 mm x 240 mm, Gewicht: 766 g
ISBN: 978-0-367-63139-0
Verlag: CRC Press
Probability-based designs with respect to the ultimate and serviceability limit states are demonstrated for soil and rock engineering, including shallow and deep foundations, earth-retaining structures, soil slopes, 2D rock slopes with discontinuities, 3D rock slopes with wedge mechanisms, and underground rock excavations. Renowned cases in soil and rock engineering are analyzed both deterministically and probabilistically, and comparisons are made with other probabilistic methods.
This book is ideal for practitioners, graduate students and researchers and all who want to deepen their understanding of geotechnical RBD accounting for uncertainty and overcome some limitations and potential pitfalls of the evolving LRFD and EC7. Solutions for the book’s examples are available online and are helpful to acquire a hands-on appreciation: https://www.routledge.com/9780367631390.
Zielgruppe
Academic, Postgraduate, Professional, and Professional Reference
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
1. Introduction Part I: Background chapters on probabilistic methods, LRFD and EC7 2. Hasofer-lind index, FORM, reliability-based design and SORM 3. Civil and environmental applications of reliability analysis and design 4. Eurocode 7, LRFD and links with the first-order reliability method Part II: Reliability-based design applied to soil engineering 5. Spread foundations 6. Pile foundations 7. Earth retaining structures 8. Soil slope stability Part III: Reliability-based design applied to rock engineering 9. Plane sliding in rock slopes 10. Rock slopes with three-dimensional tetrahedral wedges 11. Underground excavations in rock