This manual for the design of tunnels and underground spaces in soft ground focuses on stability, prediction of ground movements and structural design of the lining. It develops from basic principles of soil-structure interaction, through the effects of construction sequence, to the effects of construction on surface or subsurface structures.
This manual for the design of tunnels and underground spaces in soft ground focuses on stability, prediction of ground movements and structural design of the lining. It develops from basic principles of soil-structure interaction, through the effects of construction sequence, to the effects of construction on surface or subsurface structures.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Benoît Jones has worked in tunnelling as a designer, contractor and academic for more than 20 years. He set up and ran the MSc Tunnelling and Underground Space course at the University of Warwick, UK, and is now managing director of his own company, Inbye Engineering.
Inhaltsangabe
1 Real tunnel behaviour 2 Undrained stability 3 Drained stability 4 Stability of shafts 5 Stability and Eurocode 7 6 Global design using analytical solutions 7 Global design using numerical modelling 8 Lining materials 9 Segmental lining design 10 Segment design for transient loads 11 Sprayed concrete lining design 12 Estimating ground movements 13 Estimating building damage Appendix A: Derivation of wedge-prism method Appendix B: Details from derivation of Curtis-Muir Wood equations Appendix C: Derivation of the deflection of a rectangular simply supported beam under a point load
1 Real tunnel behaviour 2 Undrained stability 3 Drained stability 4 Stability of shafts 5 Stability and Eurocode 7 6 Global design using analytical solutions 7 Global design using numerical modelling 8 Lining materials 9 Segmental lining design 10 Segment design for transient loads 11 Sprayed concrete lining design 12 Estimating ground movements 13 Estimating building damage Appendix A: Derivation of wedge-prism method Appendix B: Details from derivation of Curtis-Muir Wood equations Appendix C: Derivation of the deflection of a rectangular simply supported beam under a point load
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