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544.7R-16 Report on Design and Construction of Fiber-Reinforced Precast Concrete Tunnel Segments, 2016
- CHAPTER 1—INTRODUCTION AND SCOPE
- CHAPTER 1—INTRODUCTION AND SCOPE [Go to Page]
- 1.1—Introduction
- 1.1—Introduction
- 1.2—Scope and limitations
- 1.2—Scope and limitations
- 1.3—Applications and uses in existing tunnels
- 1.3—Applications and uses in existing tunnels
- CHAPTER 2—NOTATION AND DEFINITIONS
- CHAPTER 2—NOTATION AND DEFINITIONS [Go to Page]
- 2.1—Notation
- 2.1—Notation
- 2.2—Definitions
- 2.2—Definitions
- CHAPTER 3—DESIGN PHILOSOPHY
- CHAPTER 3—DESIGN PHILOSOPHY [Go to Page]
- 3.1—Fiber-reinforced concrete design codes, standards, and recommendations
- 3.1—Fiber-reinforced concrete design codes, standards, and recommendations
- 3.2—Governing load cases and load factors
- 3.2—Governing load cases and load factors
- 3.3—Design approach
- 3.3—Design approach
- CHAPTER 4—DESIGN FOR PRODUCTION AND TRANSIENT STAGES
- CHAPTER 4—DESIGN FOR PRODUCTION AND TRANSIENT STAGES [Go to Page]
- 4.1—Load Case 1: Segment stripping
- 4.1—Load Case 1: Segment stripping
- 4.2—Load Case 2: Segment storage
- 4.2—Load Case 2: Segment storage
- 4.3—Load Case 3: Segment transportation
- 4.3—Load Case 3: Segment transportation
- 4.4—Load Case 4: Segment handling
- 4.4—Load Case 4: Segment handling
- CHAPTER 5—DESIGN FOR CONSTRUCTION STAGES
- CHAPTER 5—DESIGN FOR CONSTRUCTION STAGES [Go to Page]
- 5.1—Load Case 5: Tunnel-boring machine thrust jack forces
- 5.1—Load Case 5: Tunnel-boring machine thrust jack forces
- 5.2—Load Case 6: Tail skin back-grouting pressure
- 5.2—Load Case 6: Tail skin back-grouting pressure
- 5.3—Load Case 7: Localized back grouting (secondary grouting) pressure
- 5.3—Load Case 7: Localized back grouting (secondary grouting) pressure
- CHAPTER 6—DESIGN FOR SERVICE STAGES
- CHAPTER 6—DESIGN FOR SERVICE STAGES [Go to Page]
- 6.1—Load Case 8: Earth pressure, groundwater, and surcharge loads
- 6.1—Load Case 8: Earth pressure, groundwater, and surcharge loads
- 6.2—Load Case 9: Longitudinal joint bursting load
- 6.2—Load Case 9: Longitudinal joint bursting load
- 6.3—Load Case 10: Loads induced due to additional distortion
- 6.3—Load Case 10: Loads induced due to additional distortion
- 6.4—Load Case 11: Other loads
- 6.4—Load Case 11: Other loads
- CHAPTER 7—MATERIAL PARAMETERS FOR DESIGN
- CHAPTER 7—MATERIAL PARAMETERS FOR DESIGN
- CHAPTER 8—TESTS AND PERFORMANCE EVALUATION
- CHAPTER 8—TESTS AND PERFORMANCE EVALUATION [Go to Page]
- 8.1—Material parameters, tests, and analyses
- 8.1—Material parameters, tests, and analyses
- 8.2—Full-scale tests
- 8.2—Full-scale tests
- CHAPTER 9—HYBRID REINFORCEMENT FOR TUNNEL LININGS
- CHAPTER 9—HYBRID REINFORCEMENT FOR TUNNEL LININGS
- CHAPTER 10—DESIGN EXAMPLES
- CHAPTER 10—DESIGN EXAMPLES [Go to Page]
- 10.1—Monte Lirio tunnel in Panama
- 10.1—Monte Lirio tunnel in Panama
- Design summary
- Design summary
- 10.2—Barcelona Metro Line 9
- 10.2—Barcelona Metro Line 9
- CHAPTER 11—REFERENCES
- CHAPTER 11—REFERENCES [Go to Page]
- Authored documents
- Authored documents
- APPENDIX A—CALCULATION OF AXIAL FORCE-BENDING MOMENT INTERACTION DIAGRAM
- APPENDIX A—CALCULATION OF AXIAL FORCE-BENDING MOMENT INTERACTION DIAGRAM [Go to Page]
