Shotcrete materials performance and use 1st Edition by Marc Jolin, Dudley Robert Morgan ISBN 0429169949 9780429529863

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ISBN 10: 0429169949 
ISBN 13: 9780429529863
Author: Marc Jolin, Dudley Robert Morgan

Shotcrete materials performance and use 1st Table of contents:

Part I History, materials, performance, research and development, equipment and applications
Chapter 1 Introduction
Notes
References
Chapter 2 Shotcrete definitions and terminology
2.1 What is shotcrete?
2.2 Shotcrete processes
2.3 Shotcrete terminology
References
Chapter 3 History of shotcrete
3.1 The invention
3.2 The first 50 years
3.3 The next 50 years
3.3.1 Wet-mix shotcrete
3.3.2 Steel fibre
3.3.3 Silica fume
3.3.4 Synthetic fibre
3.3.5 Chemical admixtures
3.4 Shotcrete quality
3.5 Shotcrete research and development
References
Chapter 4 Shotcrete materials
4.1 Introduction
4.2 Cement
4.3 Supplementary cementing materials
4.3.1 Fly ash
4.3.2 Silica fume
4.3.3 Ground Granulated Blast Furnace Slag
4.3.4 Natural pozzolans
4.4 Aggregates
4.4.1 Grading requirements
4.4.2 Aggregate durability
4.5 Chemical admixtures
4.5.1 Introduction
4.5.2 Dry-mix shotcrete admixtures
4.5.2.1 Water reducers
4.5.2.2 Air entrainment
4.5.2.3 Accelerators
4.5.3 Wet-mix shotcrete admixtures
4.5.3.1 Water reducers
4.5.3.2 Retarders and hydration-controlling admixtures
4.5.3.3 Set accelerators
4.5.3.4 Air-entraining admixtures
4.5.3.5 Other admixtures
4.6 Fibres
4.6.1 Introduction
4.6.2 Macrofibres
4.6.2.1 Steel fibres
4.6.2.2 Synthetic fibres
4.6.3 Microfibres
4.6.3.1 Synthetic fibres
4.6.3.2 Natural fibres
4.7 Water
References
Chapter 5 Shotcrete mixture proportioning
5.1 Introduction
5.2 Wet-mix shotcrete proportioning
5.2.1 Basics
5.2.2 Wet-mix shotcrete mixture design
5.2.2.1 Structural shotcrete mix design for parking structure
5.2.2.2 Shotcrete mix design for underground support in mine
5.3 Dry-mix shotcrete proportioning
5.3.1 Basics
5.3.2 Dry-mix shotcrete mixture design
References
Chapter 6 Shotcrete performance requirements
6.1 Introduction
6.2 Workability
6.3 Air content
6.4 Rebound
6.5 Setting time
6.6 Early-age compressive strength
6.7 Later-age compressive strength
6.8 Flexural strength
6.9 Flexural toughness
6.10 Bond strength
6.11 Shrinkage and cracking
6.12 Freeze-thaw durability
6.12.1 Wet-mix shotcrete freeze-thaw durability
6.12.2 Dry-mix shotcrete freeze-thaw durability
6.13 Durability
6.13.1 Introduction
6.14 Transport properties
6.14.1 Introduction
6.14.2 Shotcrete transport properties study at Laval University
6.14.3 Shotcrete transport properties study by Zhang et al.
6.14.4 Summary
References
Chapter 7 Shotcrete research and development
7.1 Introduction
7.2 Dry-mix shotcrete
7.2.1 Use of set accelerators
7.2.2 Use of powdered air-entraining admixture
7.2.3 Improving shotcrete quality and reducing rebound
7.2.3.1 Aggregate size distribution
7.2.3.2 Rebound and non-traditional materials
7.3 Wet-mix shotcrete
7.3.1 Pumping wet-mix shotcrete: High initial air content
7.3.2 Pumping wet-mix shotcrete: Effect of paste content and mixture design
7.3.3 Placing wet-mix shotcrete
7.3.4 Set accelerator dosage
7.4 Shotcrete placement
7.4.1 Encapsulation of reinforcement
7.4.2 Encapsulation quality and structural performance
7.4.3 Shotcrete placement – spray
7.4.3.1 Effect of nozzle type on spray performances in wet-mix shotcrete
7.4.3.2 Nozzle design
7.5 Development and assessment of a high slag shotcrete mix
7.6 Conclusions
References
Chapter 8 Shotcrete equipment
8.1 Introduction
8.2 Dry-mix shotcrete
8.2.1 Conveying material through the hose
8.2.2 Water addition
8.2.3 Dry-mix shotcrete nozzle
8.3 Wet-mix shotcrete
8.3.1 Pump
8.3.2 Reducers and hoses
8.3.3 Nozzle
8.3.4 The use of accelerators
References
Chapter 9 Shotcrete application
9.1 Introduction
9.2 Surface preparation
9.2.1 Bonding agents
9.3 Formwork and scaffolding
9.4 Reinforcement
9.4.1 Welded wire mesh
9.4.2 Reinforcing steel bars
9.4.3 Fibre reinforcement
9.4.4 Expanded metal lath
9.4.5 Glass fibre reinforcement
9.5 Anchors
9.6 Alignment control and tolerance
9.6.1 Shooting wires
9.6.2 Guide strips
9.6.3 Curved surfaces
9.6.4 Depth gauges and depth probes
9.7 Joints
9.7.1 Joints between layers of shotcrete
9.7.2 Construction joints
9.7.3 Shrinkage crack control joints
9.7.4 Architectural reveals
9.8 Protection of adjacent surfaces
9.9 Shotcrete crew
9.9.1 Nozzleman
9.9.2 Nozzleman’s assistant and blowpipe operator
9.9.3 Finishers and labourers
9.9.4 Shotcrete supply equipment operators
9.10 Shotcrete placement
9.10.1 Bench shooting
9.10.2 Layer shooting
9.10.3 Shooting technique
9.10.4 Encasing reinforcing steel and embedments
9.10.5 Hybrid shotcrete
9.11 Finishing
9.12 Protection and curing
References
Part II Shotcrete uses and case histories
Chapter 10 Buildings and structures
10.1 Introduction
10.2 Structural shotcrete walls and other elements
10.3 Mass shotcrete
10.4 Seismic retrofit with structural shotcrete
10.4.1 Historic Masonry Building Seismic Retrofit, Vancouver, British Columbia
10.4.2 Heritage stone masonry buildings
10.4.3 Sports stadium seismic retrofit
10.4.4 Immersed tube tunnel seismic retrofit
10.4.5 Littlerock Dam, California Seismic Retrofit
10.5 Domes
10.6 Prestressed water tanks
10.7 Bobsleigh/luge tracks
10.8 Skate parks
References
Chapter 11 Infrastructure repair and rehabilitation
11.1 Introduction
11.2 Shotcrete repair publications
11.3 Causes of the need for repair
11.4 Preparation of substrate surfaces
11.5 Performance parameters for shotcrete repair systems
11.6 Shotcrete materials, mixture proportions and supply
11.7 Shotcrete application and finishing
11.8 Curing and protection
11.9 Examples of shotcrete repair and rehabilitation of infrastructure
11.9.1 Bridges and highway infrastructure
11.9.1.1 Ministry of Transportation Quebec (MTQ) and City of Montreal
11.9.1.2 Ministry of Transportation Ontario (MTO)
11.9.1.3 Alberta bridge repairs
11.9.1.4 Oregon City Arch Bridge
11.9.2 Marine structures
11.9.2.1 Canada Place, Vancouver Harbour, British Columbia
11.9.2.2 Port of Saint John, New Brunswick
11.9.2.3 Haut-Fond Prince Lighthouse, Gulf of St. Lawrence, Quebec
11.9.2.4 Stanley Park Seawall, Vancouver, British Columbia
11.9.3 Dams and hydraulic structures
11.9.3.1 Jordan River Dam, Vancouver Island, British Columbia
11.9.3.2 Wachusett Aqueduct, Massachusetts
11.9.3.3 Ruskin Dam, British Columbia, Seismic Retrofit
11.9.4 Miscellaneous shotcrete repairs/retrofit
11.9.4.1 Prince Rupert Grain Silos
11.9.4.2 Historic Masonry Building Seismic Retrofit, Vancouver, British Columbia
11.9.4.3 Rehabilitation of Historic High-Rise Building, Vancouver, British Columbia
References
Chapter 12 Ground support and shoring
12.1 Introduction
12.2 Earth and rock slope stabilization
12.3 Stabilizing excavations
12.4 Underpinning buildings and structures
12.5 Soil nailing
12.6 Cut and cover tunnels
12.7 Stabilizing mountain slopes and bluffs
12.8 Stabilizing creeks
References
Chapter 13 Underground support in tunnels
13.1 Reference material
13.1.1 Engineering Foundation (US) and Engineering Conferences International Shotcrete Conferences
13.1.2 Norwegian Concrete Association Shotcrete Symposia
13.1.3 Australian Shotcrete Conferences
13.1.4 International Tunneling Association
13.1.5 Other reference sources
13.2 Introduction
13.3 New Austrian Tunneling Method (NATM)
13.4 Norwegian Method of Tunneling (NMT)
13.5 Rocky mountain railway tunnels
13.6 Stave falls hydropower pressure tunnels
References
Chapter 14 Shotcrete in mining
14.1 Introduction
14.2 Case history examples of shotcrete use in mines
14.2.1 Vale Inco Mines in Canada
14.2.2 Northparkes E26 Mine, Australia
14.2.3 Cadia East Mine, Australia
14.3 Shotcreting in cold conditions in mines
14.4 Shaft lining with shotcrete
14.4.1 Remote-control shotcrete shaft lining in Australia
14.4.2 Hand-applied shaft lining of South Deep Mine Shaft Randfontein South Africa
14.5 Summary
References
Chapter 15 Swimming pools and spas
15.1 Introduction
15.2 Mixture designs for pools
15.3 Watertightness
15.4 Cold joints
15.5 Examples of shotcrete swimming pools
15.5.1 Vanishing edge residential pool, Woodbury, Connecticut, USA
15.5.2 Mountain pool, North Carolina, USA
15.5.3 Competition pool, Connecticut, USA
References
Chapter 16 Architectural shotcrete
16.1 Introduction
16.2 Artificial rockscapes
16.3 Zoo exhibits
16.3.1 Elephant lands, Oregon Zoo
16.3.2 Asia Quest at Columbus Zoo and Aquarium
16.3.3 Mayan Empire Exhibits, Jacksonville and Palm Beach Zoos, Florida
16.4 Water features
16.4.1 Mirage Hotel and Casino, Las Vegas
16.5 Domes and shells
16.5.1 Architectural shells
16.5.2 Architectural domes
16.6 Buildings and structures
16.6.1 Goetheanum
16.6.2 The Museum of the History of Polish Jews
16.6.3 Scottsdale Arch Bridge at Indian Bend Wash, Arizona
16.7 Tunnels and caves
16.8 Sculptures and monuments
16.8.1 City of Calgary shotcrete lions
References
Appendix A Guide specification for structural shotcrete
1 General Description and Requirements
1.1 Scope
1.2 Qualifications
1.3 Requirements
2 Submittals
3 Reference Documents
4 Definitions
5 Materials
5.1 Cement
5.2 Supplementary Cementing Materials
5.3 Water
5.4 Aggregates
5.5 Admixtures
5.6 Reinforcement
6 Shotcrete proportioning
6.1 Mixture Design
7 Supply and Equipment
7.1 Batching, Mixing and Supply
7.2 Shotcrete Placing Equipment
7.3 Auxiliary Shotcrete Equipment
7.4 Reinforcing Steel
7.5 Alignment Control and Cover
8 Quality Assurance and Quality Control
8.1 Quality Assurance
8.2 Quality Control
8.3 Preconstruction Trials
8.4 Construction Testing
9 Shotcrete Application and Finishing
10 Curing and Protection
10.1 Curing
10.2 Hot and Cold Weather Protection
11 Shotcrete Acceptance and Repair
11.1 Shotcrete Acceptance
11.2 Shotcrete Repair

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