The Total Safety Factor Method for Tunnel Support Structure Design systematically discusses the entire process of mining tunnel design, including: analysis of surrounding rock self-stability; identification of local support and system support; calculation of rock pressure design value; load structure model and total safety factor calculation method of multi-layer support structure; deformation calculation method of support structure; integrated design method of support strength-deformation-timing; and the dynamic adjustment method based on on-site deformation monitoring. It also presents the inspection and verification tests of total safety factor method and specific engineering application cases. The theoretical system of total safety factor method described in this book has broken through the design bottleneck of tunnel support structures that have long relied on engineering analogy methods. The The Total Safety Factor Method provides the basic theoretical guidance for the quantitative design, dynamic adjustment and intelligent construction of mining tunnel support structures. The book is based on the many years of experience of the team led by the author of this book: Xiao Mingqing. Professor Ming's team has been involved in the design of nearly 20% of the high-speed railway tunnels and 50% of large-diameter underwater shield tunnels in China, with a total design mileage of 4,000km.
1. Introduction Ⅰ - p. xiii 2. Introduction Ⅱ - p. xv 3. Chapter 1. Introduction - p. 1 4. Chapter 2. Calculation of Critical Stable Section of Tunnels and the Necessity Judgment of Support - p. 49 5. Chapter 3. Identification of Local Support and System Support - p. 89 6. Chapter 4. Design Value and Calculation of Tunnel Surrounding Rock Pressure - p. 99 7. Chapter 5. Structural Calculation Model and Method of Total Safety Factor Method - p. 165 8. Chapter 6. Experimental Study on the Bearing Capacity Model of Support Structures Based on Total Safety Factor Method - p. 221 9. Chapter 7. On-Site Adjustment Method for Tunnel Deformation Monitoring Control Values and Support Parameters Based on Total Safety Factor Method - p. 303 10. Chapter 8. Integrated Design Method of Support Strength/Deformation/Timing - p. 335 11. Chapter 9. Research on Support Parameters of High-Speed Railway Double-Truck Tunnel Based on Total Safety Factor Method - p. 381 12. Chapter 10. Application Analysis of Total Safety Factor Method - p. 423 13. 10.1 Safety Analysis of Existing Railway Tunnels - p. 423 14. 10.2 Safety Analysis of Highway Tunnels - p. 469 15. 10.3 Research on Optimization of Tunnel Section Shape and Support Parameters - p. 476 16. 10.4 Calculation of Support Parameters of a High Ground Stress Soft Rock Tunnel With Large Deformation - p. 493 17. 10.5 Calculation of Support Parameters of Ultralarge-Span Tunnels - p. 497 18. 10.6 Calculation of Support Parameters of a Multitunnel with Small Clear Distance: A Case Study of the He'ao Tunnel on the Shenzhen Bao'an International Airport Expressway - p. 505 19. 10.7 Tunnel Initial Support and Sequential Support - p. 505 20. Chapter 11. Exploration of Issues Using Total Safety Factor Method - p. 523 21. Chapter 12. Expectation - p. 563 22. Index - p. 573
The Total Safety Factor Method for Tunnel Support Structure Design systematically discusses the entire process of mining tunnel design, including: analysis of surrounding rock self-stability; identification of local support and system support; calculation of rock pressure design value; load structure model and total safety factor calculation method of multi-layer support structure; deformation calculation method of support structure; integrated design method of support strength-deformation-timing; and the dynamic adjustment method based on on-site deformation monitoring. It also presents the inspection and verification tests of total safety factor method and specific engineering application cases. The theoretical system of total safety factor method described in this book has broken through the design bottleneck of tunnel support structures that have long relied on engineering analogy methods. The The Total Safety Factor Method provides the basic theoretical guidance for the quantitative design, dynamic adjustment and intelligent construction of mining tunnel support structures. The book is based on the many years of experience of the team led by the author of this book: Xiao Mingqing. Professor Ming's team has been involved in the design of nearly 20% of the high-speed railway tunnels and 50% of large-diameter underwater shield tunnels in China, with a total design mileage of 4,000km.
1. Introduction Ⅰ - p. xiii 2. Introduction Ⅱ - p. xv 3. Chapter 1. Introduction - p. 1 4. Chapter 2. Calculation of Critical Stable Section of Tunnels and the Necessity Judgment of Support - p. 49 5. Chapter 3. Identification of Local Support and System Support - p. 89 6. Chapter 4. Design Value and Calculation of Tunnel Surrounding Rock Pressure - p. 99 7. Chapter 5. Structural Calculation Model and Method of Total Safety Factor Method - p. 165 8. Chapter 6. Experimental Study on the Bearing Capacity Model of Support Structures Based on Total Safety Factor Method - p. 221 9. Chapter 7. On-Site Adjustment Method for Tunnel Deformation Monitoring Control Values and Support Parameters Based on Total Safety Factor Method - p. 303 10. Chapter 8. Integrated Design Method of Support Strength/Deformation/Timing - p. 335 11. Chapter 9. Research on Support Parameters of High-Speed Railway Double-Truck Tunnel Based on Total Safety Factor Method - p. 381 12. Chapter 10. Application Analysis of Total Safety Factor Method - p. 423 13. 10.1 Safety Analysis of Existing Railway Tunnels - p. 423 14. 10.2 Safety Analysis of Highway Tunnels - p. 469 15. 10.3 Research on Optimization of Tunnel Section Shape and Support Parameters - p. 476 16. 10.4 Calculation of Support Parameters of a High Ground Stress Soft Rock Tunnel With Large Deformation - p. 493 17. 10.5 Calculation of Support Parameters of Ultralarge-Span Tunnels - p. 497 18. 10.6 Calculation of Support Parameters of a Multitunnel with Small Clear Distance: A Case Study of the He'ao Tunnel on the Shenzhen Bao'an International Airport Expressway - p. 505 19. 10.7 Tunnel Initial Support and Sequential Support - p. 505 20. Chapter 11. Exploration of Issues Using Total Safety Factor Method - p. 523 21. Chapter 12. Expectation - p. 563 22. Index - p. 573
