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