ACI 544.7R : 2016
Current
The latest, up-to-date edition.
REPORT ON DESIGN AND CONSTRUCTION OF FIBER-REINFORCED PRECAST CONCRETE TUNNEL SEGMENTS
Hardcopy , PDF
English
01-02-2016
Important note : Users cannot be edited or removed once added to your Multi user PDF.
CHAPTER 1 - INTRODUCTION AND SCOPE
CHAPTER 2 - NOTATION AND DEFINITIONS
CHAPTER 3 - DESIGN PHILOSOPHY
CHAPTER 4 - DESIGN FOR PRODUCTION AND TRANSIENT
STAGES
CHAPTER 5 - DESIGN FOR CONSTRUCTION STAGES
CHAPTER 6 - DESIGN FOR SERVICE STAGES
CHAPTER 7 - MATERIAL PARAMETERS FOR DESIGN
CHAPTER 8 - TESTS AND PERFORMANCE EVALUATION
CHAPTER 9 - HYBRID REINFORCEMENT FOR TUNNEL LININGS
CHAPTER 10 - DESIGN EXAMPLES
CHAPTER 11 - REFERENCES
Authored documents
APPENDIX A - CALCULATION OF AXIAL FORCE-BENDING MOMENT
INTERACTION DIAGRAM
Covers general information on the history of FRC precast segments from tunneling projects throughout the world; a procedure for structural analysis and design based on governing load cases; and a description of the material parameters, tests, and analyses required to complete the design.
| Committee |
544
|
| DocumentType |
Standard
|
| ISBN |
9780870319488
|
| Pages |
36
|
| PublisherName |
American Concrete Institute
|
| Status |
Current
|
| ACI 544.8R : 2016 | REPORT ON INDIRECT METHOD TO OBTAIN STRESS-STRAIN RESPONSE OF FIBER-REINFORCED CONCRETE (FRC) |
| BS PAS 8810(2016) : 2016 | TUNNEL DESIGN - DESIGN OF CONCRETE SEGMENTAL TUNNEL LININGS - CODE OF PRACTICE |
| BS EN 14651 : 2005 | TEST METHOD FOR METALLIC FIBRE CONCRETE - MEASURING THE FLEXURAL TENSILE STRENGTH (LIMIT OF PROPORTIONALITY (LOP), RESIDUAL) |
| ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| ACI 544.8R : 2016 | REPORT ON INDIRECT METHOD TO OBTAIN STRESS-STRAIN RESPONSE OF FIBER-REINFORCED CONCRETE (FRC) |
| ASTM C 496/C496M : 2017 : REDLINE | Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens |
| ACI 544.6R : 2015 | REPORT ON DESIGN AND CONSTRUCTION OF STEEL FIBER-REINFORCED CONCRETE ELEVATED SLABS |
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