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ACI 506.5R 09 2009

$45.77

506.5R-09: Guide for Specifying Underground Shotcrete

Published By Publication Date Number of Pages
ACI 2009 56
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This document provides a guide for owners, contractors, designers, and testing, specifying, and inspection organizations engaged in the application of shotcrete for underground support. The guide provides general information for the selection of constituent materials, and methods to proportion shotcrete. Typical methods of batching, mixing, and handling of proportioned shotcrete materials are detailed along with shotcrete placement methods and equipment. Keywords: acceptance criteria; batching; inspection; methods of payment; mine and tunnel support systems; mixing and placement equipment; mixture proportioning; preconstruction and construction testing; quality assurance; quality control; safety; shotcrete; shotcrete application.

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3 CONTENTS
CONTENTS
5 CHAPTER 1— INTRODUCTION AND SCOPE
CHAPTER 1— INTRODUCTION AND SCOPE
1.1— Introduction
1.1— Introduction
6 1.2—Scope
1.2—Scope
7 CHAPTER 2— NOTATION AND DEFINITIONS
CHAPTER 2— NOTATION AND DEFINITIONS
2.1— Notation
2.1— Notation
2.2—Definitions
2.2—Definitions
8 CHAPTER 3— SUBMITTALS
CHAPTER 3— SUBMITTALS
3.1—Contracts
3.1—Contracts
3.2—Recommended specifications
3.2—Recommended specifications
10 CHAPTER 4— MATERIALS
CHAPTER 4— MATERIALS
4.1— Accelerators
4.1— Accelerators
11 4.2—Recommended specifications
4.2—Recommended specifications
13 CHAPTER 5— ANCHORAGE AND REINFORCEMENT
CHAPTER 5— ANCHORAGE AND REINFORCEMENT
5.1— Composite support systems
5.1— Composite support systems
5.2—Shotcrete with pattern rock bolts or anchors
5.2—Shotcrete with pattern rock bolts or anchors
5.2.1 Thickness of shotcrete layer
5.2.1 Thickness of shotcrete layer
5.2.2 Timing of rock bolt and shotcrete application
5.2.2 Timing of rock bolt and shotcrete application
5.3—Shotcrete with rock bolts, friction stabilizers, and welded wire reinforcement
5.3—Shotcrete with rock bolts, friction stabilizers, and welded wire reinforcement
14 5.3.1 Type of welded wire reinforcement
5.3.1 Type of welded wire reinforcement
5.3.2 Placing and securing welded wire reinforcement
5.3.2 Placing and securing welded wire reinforcement
5.3.3 Welded wire reinforcement placement
5.3.3 Welded wire reinforcement placement
5.4—Fiber-reinforced shotcrete
5.4—Fiber-reinforced shotcrete
15 5.5—Shotcrete with lattice girders
5.5—Shotcrete with lattice girders
16 5.5.1 Size and spacing
5.5.1 Size and spacing
5.5.2 Installation and shotcrete application
5.5.2 Installation and shotcrete application
5.5.3 Shotcrete placement
5.5.3 Shotcrete placement
5.6—Shotcrete with conventional steel sets
5.6—Shotcrete with conventional steel sets
17 5.7—Recommended specifications
5.7—Recommended specifications
CHAPTER 6— MATERIALS HANDLING AND STORAGE
CHAPTER 6— MATERIALS HANDLING AND STORAGE
6.1— General
6.1— General
6.2—Temperature considerations
6.2—Temperature considerations
18 6.3—Recommended specifications
6.3—Recommended specifications
CHAPTER 7— SHOTCRETE MIXTURE PROPORTIONING
CHAPTER 7— SHOTCRETE MIXTURE PROPORTIONING
7.1—General
7.1—General
7.2—Mixture proportions by trial batching or historical data submissions
7.2—Mixture proportions by trial batching or historical data submissions
19 7.3—In-place mixture proportions
7.3—In-place mixture proportions
7.4—Dry-mix shotcrete
7.4—Dry-mix shotcrete
20 7.5—Wet-mix shotcrete
7.5—Wet-mix shotcrete
21 7.6—Recommended specifications
7.6—Recommended specifications
22 CHAPTER 8— PERFORMANCE REQUIREMENTS
CHAPTER 8— PERFORMANCE REQUIREMENTS
8.1— General
8.1— General
8.2—Water-cementitious material ratio
8.2—Water-cementitious material ratio
8.3—Air content
8.3—Air content
8.4—Slump
8.4—Slump
23 8.5—Boiled absorption and permeable voids
8.5—Boiled absorption and permeable voids
8.6—Compressive strength
8.6—Compressive strength
8.7—Flexural strength and toughness
8.7—Flexural strength and toughness
24 8.8—Early-age strength
8.8—Early-age strength
8.9—Other tests
8.9—Other tests
8.10—Bond strength
8.10—Bond strength
8.11—Explosive spalling protection
8.11—Explosive spalling protection
8.12—Recommended specifications
8.12—Recommended specifications
25 CHAPTER 9— QUALITY ASSURANCE AND QUALITY CONTROL
CHAPTER 9— QUALITY ASSURANCE AND QUALITY CONTROL
9.1—General
9.1—General
9.2—Recommended specifications
9.2—Recommended specifications
26 CHAPTER 10— PRECONSTRUCTION TRIALS AND TESTING
CHAPTER 10— PRECONSTRUCTION TRIALS AND TESTING
10.1—General
10.1—General
10.2—Recommended specifications
10.2—Recommended specifications
29 CHAPTER 11— CONSTRUCTION ACCEPTANCE INSPECTION
CHAPTER 11— CONSTRUCTION ACCEPTANCE INSPECTION
11.1—General
11.1—General
11.2—Acceptance inspection
11.2—Acceptance inspection
11.2.1 Duties of inspection team
11.2.1 Duties of inspection team
30 11.2.2 Qualifications of inspectors
11.2.2 Qualifications of inspectors
11.2.3 Experience, education, and certification of inspectors
11.2.3 Experience, education, and certification of inspectors
11.3—Specific inspection and testing quality control requirements for underground shotcrete
11.3—Specific inspection and testing quality control requirements for underground shotcrete
11.3.1 Study of project drawings and specifications
11.3.1 Study of project drawings and specifications
11.3.2 Shotcrete proportioning
11.3.2 Shotcrete proportioning
11.3.3 Selection, acceptance inspection, and testing of ground support materials
11.3.3 Selection, acceptance inspection, and testing of ground support materials
11.3.4 Tunnel inspections before shotcreting
11.3.4 Tunnel inspections before shotcreting
11.3.4.1 Inspection of openings
11.3.4.1 Inspection of openings
11.3.4.2 Preparation of surfaces
11.3.4.2 Preparation of surfaces
11.3.4.3 Reinforcement in place
11.3.4.3 Reinforcement in place
31 11.3.5 Tunnel inspections during shotcreting
11.3.5 Tunnel inspections during shotcreting
11.3.5.1 Shotcrete placement
11.3.5.1 Shotcrete placement
11.3.5.2 After shotcrete placement
11.3.5.2 After shotcrete placement
11.3.6 Inspection records and reports
11.3.6 Inspection records and reports
32 11.4—Cold placement conditions
11.4—Cold placement conditions
11.5—Hot placement conditions
11.5—Hot placement conditions
11.6—Shotcrete acceptance and rejection
11.6—Shotcrete acceptance and rejection
11.7—Recommended specifications
11.7—Recommended specifications
33 CHAPTER 12— BATCHING, MIXING, AND SUPPLY
CHAPTER 12— BATCHING, MIXING, AND SUPPLY
12.1—Handling of bulk bin-bags
12.1—Handling of bulk bin-bags
34 12.2—Quality control considerations
12.2—Quality control considerations
12.3—Recommended specifications
12.3—Recommended specifications
36 CHAPTER 13— PLACING EQUIPMENT
CHAPTER 13— PLACING EQUIPMENT
13.1— Pumps
13.1— Pumps
13.2—Guns
13.2—Guns
13.3—Nozzle systems
13.3—Nozzle systems
37 13.4—Remote-controlled spraying
13.4—Remote-controlled spraying
13.5—Recommended specifications
13.5—Recommended specifications
39 CHAPTER 14— AUXILIARY EQUIPMENT
CHAPTER 14— AUXILIARY EQUIPMENT
14.1—Air supply
14.1—Air supply
14.2—Recommended specifications
14.2—Recommended specifications
41 CHAPTER 15— SAFETY
CHAPTER 15— SAFETY
15.1— General
15.1— General
15.2—Underground safety
15.2—Underground safety
15.3—Required personal safety equipment
15.3—Required personal safety equipment
42 15.4—View of shotcrete work
15.4—View of shotcrete work
15.5—Communications
15.5—Communications
15.6—Nonpersonal safety equipment
15.6—Nonpersonal safety equipment
15.7—Recommended specifications
15.7—Recommended specifications
43 CHAPTER 16— PREPARATION FOR SHOTCRETING AND GROUNDWATER CONTROL
CHAPTER 16— PREPARATION FOR SHOTCRETING AND GROUNDWATER CONTROL
16.1— General
16.1— General
16.2—Factors affecting shotcrete adhesion and bonding
16.2—Factors affecting shotcrete adhesion and bonding
44 16.3—Surface preparation
16.3—Surface preparation
16.4—Groundwater
16.4—Groundwater
45 16.5—Recommended specifications
16.5—Recommended specifications
CHAPTER 17— GROUND REINFORCEMENT INSTALLATION
CHAPTER 17— GROUND REINFORCEMENT INSTALLATION
17.1— General
17.1— General
17.2—Rock bolt installation
17.2—Rock bolt installation
46 17.3—Steel set installation
17.3—Steel set installation
17.4—Lattice girder installation
17.4—Lattice girder installation
17.5—Recommended specifications
17.5—Recommended specifications
CHAPTER 18— SHOTCRETE APPLICATION
CHAPTER 18— SHOTCRETE APPLICATION
18.1— Methods used to control thickness
18.1— Methods used to control thickness
47 18.2—Cover, alignment, and tolerance
18.2—Cover, alignment, and tolerance
18.3—Recommended specifications
18.3—Recommended specifications
48 CHAPTER 19— CURING AND PROTECTION
CHAPTER 19— CURING AND PROTECTION
19.1— General
19.1— General
19.2—Protection
19.2—Protection
19.3—Recommended specifications
19.3—Recommended specifications
49 CHAPTER 20— SHOTCRETE FOR REPAIR AND REHABILITATION OF UNDERGROUND STRUCTURES
CHAPTER 20— SHOTCRETE FOR REPAIR AND REHABILITATION OF UNDERGROUND STRUCTURES
20.1—General
20.1—General
50 20.2—Materials selection
20.2—Materials selection
20.3—Shotcrete placement methods for repair
20.3—Shotcrete placement methods for repair
51 20.3.1 Dry-mix shotcrete
20.3.1 Dry-mix shotcrete
20.3.2 Wet-mix shotcrete
20.3.2 Wet-mix shotcrete
20.4—Quality assurance requirements for rehabilitation of underground structures
20.4—Quality assurance requirements for rehabilitation of underground structures
52 20.5—Repair considerations
20.5—Repair considerations
20.6—Recommended specifications
20.6—Recommended specifications
CHAPTER 21— MEASUREMENT AND PAYMENT
CHAPTER 21— MEASUREMENT AND PAYMENT
21.1— Basis for payment
21.1— Basis for payment
21.2—Recommended specifications
21.2—Recommended specifications
53 CHAPTER 22— REFERENCES
CHAPTER 22— REFERENCES
22.1— Referenced standards and reports
22.1— Referenced standards and reports
22.2—Cited references
22.2—Cited references
ACI 506.5R 09 2009
$45.77