This practical guide describes the stage-by-stage development of a method for predicting the penetration rate (PR) and the advance rate (AR) for tunnel boring machines based on an expanded version of the Q-value, QTBM. The author analyzes 145 TBM tunnels that total 1,000km in length. He then develops simple formulae to estimate PR and AR from the QTBM value and to back-calculate QTBM from performance data. The book quantitatively explains actual advance rates as high as five m/hr for one day or as low as 0.005 m/hr for several months. It also covers logging methods, empirical TBM tunnel support design, and numerical verification of support.

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This practical guide describes the stage-by-stage development of a new method for predicting the "penetration rate" (PR) and the "advance rate" (AR) for tunnel boring machines based on an expanded version of the Q-value, Qtbm.
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Preface

Acknowledgements

Part 1: Basic interactions between the rock mass and the TBM

Part 2: Q, Qtbm and rock mass variability

Part 3: Logging, tunnel support, probing and design verification

Appendix

References

Index

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Produktdetaljer

ISBN
9789058093417
Publisert
2000-01-01
Utgiver
Vendor
A A Balkema Publishers
Vekt
760 gr
Høyde
246 mm
Bredde
174 mm
Aldersnivå
UU, UP, P, 05, 06
Språk
Product language
Engelsk
Format
Product format
Innbundet
Antall sider
184

Forfatter

Biografisk notat

Nick Barton has over 40 years of international experience in rock engineering, and has been involved in numerous important and iconic tunnel, cavern and rock slope projects. He has developed many tools and methods, such as the widely used Q-system, for rock classification and support selection and the Barton-Bandis constitutive laws for rock joint computer modeling. He currently teaches at the University of São Paulo and manages an international consultancy (Nick Barton & Associates, São Paulo – Oslo). Dr. Nick Barton was the 2011 recipient of the distinguished Müller Award, an award that honours the memory of Professor Leopold Müller, the founder of the ISRM (International Society of Rock Mechanics), and awarded in recognition of distinguished contributions to the profession of rock mechanics and rock engineering.