Course Content
Lessons Status
2
2.01 Health & Safety - 2.01.01 Contents
- 2.01.02 Summary and objectives
- 2.01.03 Risk assessment definition
- 2.01.04 Risk assessment – legal requirements
- 2.01.05 Risk assessment – methods
- 2.01.06 Risk Assessment – Step 1: Identifying the Hazards
- 2.01.07 Risk Assessment – Step 2: Decide Who May Be Harmed and How
- 2.01.08 Risk Assessment – Step 3: Risk Evaluation
- 2.01.09 Risk Assessment – Step 4: Recording the Findings
- 2.01.10 Risk Assessment – Step 5: Implementation
- 2.01.11 Risk Assessment – Step 6: Review
- 2.01.12 COSHH
- 2.01.13 Cement Burns
- 2.01.14 Cement Burns – Handling Precautions
- 2.01.15 Risks On Construction Sites – Basic Precautions
- 2.01.16 Manual Handling
- 2.01.17 Sources of Danger – Materials Handling – Cement
- 2.01.18 Sources of Danger – Materials Handling – Aggregates
- 2.01.19 Sources of Danger – Materials Handling – Admixtures
- 2.01.20 Sources of Danger – Batching and Mixing
- 2.01.21 Sources of Danger – Concrete Laboratories
- 2.01.22 Sources of Danger – Concrete Laboratories 2
- 2.01.23 Health and Safety in Construction – Video
- 2.01.24 End of unit test
- 2.01.01 Contents
- 2.01.02 Summary and objectives
- 2.01.03 Risk assessment definition
- 2.01.04 Risk assessment – legal requirements
- 2.01.05 Risk assessment – methods
- 2.01.06 Risk Assessment – Step 1: Identifying the Hazards
- 2.01.07 Risk Assessment – Step 2: Decide Who May Be Harmed and How
- 2.01.08 Risk Assessment – Step 3: Risk Evaluation
- 2.01.09 Risk Assessment – Step 4: Recording the Findings
- 2.01.10 Risk Assessment – Step 5: Implementation
- 2.01.11 Risk Assessment – Step 6: Review
- 2.01.12 COSHH
- 2.01.13 Cement Burns
- 2.01.14 Cement Burns – Handling Precautions
- 2.01.15 Risks On Construction Sites – Basic Precautions
- 2.01.16 Manual Handling
- 2.01.17 Sources of Danger – Materials Handling – Cement
- 2.01.18 Sources of Danger – Materials Handling – Aggregates
- 2.01.19 Sources of Danger – Materials Handling – Admixtures
- 2.01.20 Sources of Danger – Batching and Mixing
- 2.01.21 Sources of Danger – Concrete Laboratories
- 2.01.22 Sources of Danger – Concrete Laboratories 2
- 2.01.23 Health and Safety in Construction – Video
- 2.01.24 End of unit test
3
2.02 Sustainability - 2.02.01 Contents
- 2.02.02 Summary and Objectives
- 2.02.03 Definitions
- 2.02.04 Sustainable Construction 1
- 2.02.05 Sustainable Construction 2
- 2.02.06 Sustainable Construction 3
- 2.02.07 Sustainable Construction 4
- 2.02.08 Progress in Sustainability
- 2.02.09 Road Maps
- 2.02.10 Embodied Energy 1
- 2.02.11 Embodied Energy 2
- 2.02.12 Embodied Carbon Dioxide
- 2.02.13 Embodied Carbon Dioxide Table
- 2.02.14 Embodies Carbon Dioxide Table 2
- 2.02.15 Operational Energy
- 2.02.16 Thermal Mass
- 2.02.17 Life Cycle Analysis
- 2.02.17 Positive Environmental Contributions
- 2.02.18 Positive Environmental Contributions 2
- 2.02.19 Positive Environmental Contributions 3
- 2.02.20 Positive Environmental Contributions 4
- 2.02.21 Positive Environmental Contributions 5
- 2.02.22 Positive Environmental Contributions 6
- 2.02.23 Negative Environmental Contributions
- 2.02.24 Alternative Fuels 1
- 2.02.25 Alternative Fuels 2
- 2.02.26 Recycled Aggregates 1
- 2.02.27 Recycled Aggregates 2
- 2.02.28 Recycled Aggregates 3
- 2.02.29 Recycled Aggregates – Constituents
- 2.02.30 Recycled Aggregates – Limits
- 2.02.31 Recycled Aggregates – Chemical Requirements
- 2.02.32 Recycled Aggregates – Testing
- 2.02.33 Recycled Aggregates – Drying Shrinkage
- 2.02.34 Recycled Aggregates – Video
- 2.02.35 Recycled Aggregates – Availability
- 2.02.36 Admixtures 1
- 2.02.37 Admixtures 2
- 2.02.38 Admixtures 3
- 2.02.39 Admixtures 4
- 2.02.40 Admixtures 5
- 2.02.41 Admixtures 6
- 2.02.42 Conclusions
- 2.02.43 End of unit test
- 2.02.01 Contents
- 2.02.02 Summary and Objectives
- 2.02.03 Definitions
- 2.02.04 Sustainable Construction 1
- 2.02.05 Sustainable Construction 2
- 2.02.06 Sustainable Construction 3
- 2.02.07 Sustainable Construction 4
- 2.02.08 Progress in Sustainability
- 2.02.09 Road Maps
- 2.02.10 Embodied Energy 1
- 2.02.11 Embodied Energy 2
- 2.02.12 Embodied Carbon Dioxide
- 2.02.13 Embodied Carbon Dioxide Table
- 2.02.14 Embodies Carbon Dioxide Table 2
- 2.02.15 Operational Energy
- 2.02.16 Thermal Mass
- 2.02.17 Life Cycle Analysis
- 2.02.17 Positive Environmental Contributions
- 2.02.18 Positive Environmental Contributions 2
- 2.02.19 Positive Environmental Contributions 3
- 2.02.20 Positive Environmental Contributions 4
- 2.02.21 Positive Environmental Contributions 5
- 2.02.22 Positive Environmental Contributions 6
- 2.02.23 Negative Environmental Contributions
- 2.02.24 Alternative Fuels 1
- 2.02.25 Alternative Fuels 2
- 2.02.26 Recycled Aggregates 1
- 2.02.27 Recycled Aggregates 2
- 2.02.28 Recycled Aggregates 3
- 2.02.29 Recycled Aggregates – Constituents
- 2.02.30 Recycled Aggregates – Limits
- 2.02.31 Recycled Aggregates – Chemical Requirements
- 2.02.32 Recycled Aggregates – Testing
- 2.02.33 Recycled Aggregates – Drying Shrinkage
- 2.02.34 Recycled Aggregates – Video
- 2.02.35 Recycled Aggregates – Availability
- 2.02.36 Admixtures 1
- 2.02.37 Admixtures 2
- 2.02.38 Admixtures 3
- 2.02.39 Admixtures 4
- 2.02.40 Admixtures 5
- 2.02.41 Admixtures 6
- 2.02.42 Conclusions
- 2.02.43 End of unit test
4
2.03 Portland Cement & additions - 2.03.00 Contents
- 2.03.01 Contents
- 2.03.02 Summary and Objectives
- 2.03.03 Introduction – The Chemistry of Cements
- 2.03.04 The Chemistry of Cements 2
- 2.03.05 Introduction to the manufacturer of PC
- 2.03.06 Raw Materials
- 2.03.07 Processes
- 2.03.08 The Wet Process 1
- 2.03.09 The Wet Process 2
- 2.03.10 The Wet Process 3
- 2.03.11 The Dry Process 1
- 2.03.12 The Dry Process 2
- 2.03.13 The Dry Process 3
- 2.03.14 The Semi-Dry Process
- 2.03.15 The Semi-Wet Process
- 2.03.16 Kiln Operation 1
- 2.03.17 Kiln Operation 2
- 2.03.18 Kiln Dimensions
- 2.03.19 Kiln Firing
- 2.03.20 Kiln Temperatures
- 2.03.21 Kiln Chemistry
- 2.03.22 Clinker Grinding 1
- 2.03.23 Clinker Grinding 2
- 2.03.24 Clinker Grinding 3
- 2.03.25 Process Control
- 2.03.26 Autocontrol
- 2.03.27 Major Constituents
- 2.03.28 Strength of Major Constituents
- 2.03.29 Heat of Major Constituents
- 2.03.30 Types of Portland Cement
- 2.03.31 Notation
- 2.03.32 Cement Strength Classes
- 2.03.33 Clinker Proportions
- 2.03.34 Sulfate Resistance
- 2.03.35 CEMI 42,5N
- 2.03.36 CEMI 52,5
- 2.03.37 SRPC
- 2.03.38 SRPC 2
- 2.03.39 White and Coloured Cement
- 2.03.40 Masonry cements
- 2.03.41 Portland Limestone Cement
- 2.03.42 Properties of PLC
- 2.03.43 Oil Well Cement
- 2.03.44 Low Heat PC
- 2.03.45 Chemical Composition of PCs
- 2.03.46 Fineness
- 2.03.47 LSF
- 2.03.48 Minor Constituents – Gypsum
- 2.03.49 Minor Constituents – Magnesia
- 2.03.50 Minor Constituents – Alkali
- 2.03.51 Minor Constituents – Chromium
- 2.03.52 Additions
- 2.03.53 GGBS 1
- 2.03.54 GGBS 2
- 2.03.55 GGBS 3
- 2.03.56 Pozzolana 1
- 2.03.57 Pozzolana 2
- 2.03.58 Fly Ash
- 2.03.59 GGBS and Fly Ash 1
- 2.03.60 GGBS and Fly Ash 2
- 2.03.61 GGBS and Fly Ash 3
- 2.03.62 GGBS and Fly Ash 4
- 2.03.63 Silica Fume
- 2.03.64 Identification of Cement Types
- 2.03.65 Bagged Cement – Inspecting
- 2.03.66 Cement Storage – Bagged
- 2.03.67 Cement Storage – Hot Cement
- 2.03.68 Cement Storage – Bulk Cement
- 2.03.69 Uses of Various Portland Cements
- 2.03.70 Cement testing 1
- 2.03.71 Cement testing 2
- 2.03.72 Cement testing 3
- 2.03.73 Cement testing 4
- 2.03.74 Cement testing 5
- 2.03.75 Cement testing 6
- 2.03.76 End of unit test
- 2.03.00 Contents
- 2.03.01 Contents
- 2.03.02 Summary and Objectives
- 2.03.03 Introduction – The Chemistry of Cements
- 2.03.04 The Chemistry of Cements 2
- 2.03.05 Introduction to the manufacturer of PC
- 2.03.06 Raw Materials
- 2.03.07 Processes
- 2.03.08 The Wet Process 1
- 2.03.09 The Wet Process 2
- 2.03.10 The Wet Process 3
- 2.03.11 The Dry Process 1
- 2.03.12 The Dry Process 2
- 2.03.13 The Dry Process 3
- 2.03.14 The Semi-Dry Process
- 2.03.15 The Semi-Wet Process
- 2.03.16 Kiln Operation 1
- 2.03.17 Kiln Operation 2
- 2.03.18 Kiln Dimensions
- 2.03.19 Kiln Firing
- 2.03.20 Kiln Temperatures
- 2.03.21 Kiln Chemistry
- 2.03.22 Clinker Grinding 1
- 2.03.23 Clinker Grinding 2
- 2.03.24 Clinker Grinding 3
- 2.03.25 Process Control
- 2.03.26 Autocontrol
- 2.03.27 Major Constituents
- 2.03.28 Strength of Major Constituents
- 2.03.29 Heat of Major Constituents
- 2.03.30 Types of Portland Cement
- 2.03.31 Notation
- 2.03.32 Cement Strength Classes
- 2.03.33 Clinker Proportions
- 2.03.34 Sulfate Resistance
- 2.03.35 CEMI 42,5N
- 2.03.36 CEMI 52,5
- 2.03.37 SRPC
- 2.03.38 SRPC 2
- 2.03.39 White and Coloured Cement
- 2.03.40 Masonry cements
- 2.03.41 Portland Limestone Cement
- 2.03.42 Properties of PLC
- 2.03.43 Oil Well Cement
- 2.03.44 Low Heat PC
- 2.03.45 Chemical Composition of PCs
- 2.03.46 Fineness
- 2.03.47 LSF
- 2.03.48 Minor Constituents – Gypsum
- 2.03.49 Minor Constituents – Magnesia
- 2.03.50 Minor Constituents – Alkali
- 2.03.51 Minor Constituents – Chromium
- 2.03.52 Additions
- 2.03.53 GGBS 1
- 2.03.54 GGBS 2
- 2.03.55 GGBS 3
- 2.03.56 Pozzolana 1
- 2.03.57 Pozzolana 2
- 2.03.58 Fly Ash
- 2.03.59 GGBS and Fly Ash 1
- 2.03.60 GGBS and Fly Ash 2
- 2.03.61 GGBS and Fly Ash 3
- 2.03.62 GGBS and Fly Ash 4
- 2.03.63 Silica Fume
- 2.03.64 Identification of Cement Types
- 2.03.65 Bagged Cement – Inspecting
- 2.03.66 Cement Storage – Bagged
- 2.03.67 Cement Storage – Hot Cement
- 2.03.68 Cement Storage – Bulk Cement
- 2.03.69 Uses of Various Portland Cements
- 2.03.70 Cement testing 1
- 2.03.71 Cement testing 2
- 2.03.72 Cement testing 3
- 2.03.73 Cement testing 4
- 2.03.74 Cement testing 5
- 2.03.75 Cement testing 6
- 2.03.76 End of unit test
5
2.04 Non-Portland cements - 2.04.01 Contents
- 2.04.02 Summary and Objectives
- 2.04.03 CAC History
- 2.04.04 CAC Production
- 2.04.05 CAC Chemical Composition
- 2.04.06 CAC Properties 1
- 2.04.07 CAC Properties 2
- 2.04.08 CAC Properties and Uses 1
- 2.04.09 CAC Properties and Uses 2
- 2.04.10 CAC Properties and Uses 3
- 2.04.11 CAC Properties and Uses 4
- 2.04.12 CAC Conversion 1
- 2.04.13 CAC Conversion
- 2.04.14 SSC History
- 2.04.15 SSC Manufacture
- 2.04.16 SSC Properties
- 2.04.17 SSC Uses
- 2.04.18 Anhydrite
- 2.04.19 End of unit test
- 2.04.01 Contents
- 2.04.02 Summary and Objectives
- 2.04.03 CAC History
- 2.04.04 CAC Production
- 2.04.05 CAC Chemical Composition
- 2.04.06 CAC Properties 1
- 2.04.07 CAC Properties 2
- 2.04.08 CAC Properties and Uses 1
- 2.04.09 CAC Properties and Uses 2
- 2.04.10 CAC Properties and Uses 3
- 2.04.11 CAC Properties and Uses 4
- 2.04.12 CAC Conversion 1
- 2.04.13 CAC Conversion
- 2.04.14 SSC History
- 2.04.15 SSC Manufacture
- 2.04.16 SSC Properties
- 2.04.17 SSC Uses
- 2.04.18 Anhydrite
- 2.04.19 End of unit test
6
2.05 Natural aggregates - 2.05.001 Contents
- 2.05.002 Summary and Objective
- 2.05.003 Introduction
- 2.05.004 Structure of the Earth – Crust
- 2.05.005 Structure of the Earth – Mantle
- 2.05.006 Structure of the Earth – Core
- 2.05.007 Rock Cycle
- 2.05.008 Weathering 1
- 2.05.009 Weathering 2
- 2.05.010 Erosion 1
- 2.05.011 Erosion 2
- 2.05.012 Rock Types
- 2.05.013 Igneous Rocks 1
- 2.05.014 Igneous Rocks 2
- 2.05.015 Igneous Rocks 3
- 2.05.016 Sedimentary Rocks
- 2.05.017 Sedimentary Rocks 2
- 2.05.018 Sedimentary Rocks 3
- 2.05.019 Sedimentary Rocks 4
- 2.05.020 Metamorphic Rocks 1
- 2.05.021 Metamorphic Rocks 2
- 2.05.022 Metamorphic Rocks 3
- 2.05.023 Metamorphic Rocks 4
- 2.05.024 Trade Groups 1
- 2.05.025 Trade Groups 2
- 2.05.026 Aggregate Production
- 2.05.027 Sand and Gravel – Dry Process
- 2.05.028 Sand and Gravel – Wet Process
- 2.05.029 Washing
- 2.05.030 Screening
- 2.05.031 Sand Classification
- 2.05.032 Marine Aggregates 1
- 2.05.033 Marine Aggregates 2
- 2.05.034 Rock Excavation
- 2.05.035 Rock Crushing and Screening
- 2.05.036 Storage
- 2.05.037 Inspection
- 2.05.038 Essential Requirements
- 2.05.039 Aggregate Tests 1
- 2.05.040 Aggregate Tests 2
- 2.05.041 Aggregate tests-3
- 2.05.042 Aggregate Tests 4
- 2.05.043 Aggregate Tests 5
- 2.05.044 Aggregate Tests 6
- 2.05.045 Aggregate Sampling
- 2.05.046 Aggregate Sampling 2
- 2.05.047 Aggregate Sampling 3
- 2.05.048 Aggregate Sampling 4
- 2.05.049 Aggregate Sampling 5
- 2.05.050 Aggregate Sampling 6
- 2.05.051 Aggregate sampling 7
- 2.05.052 Aggregate sampling 8
- 2.05.053 Aggregate sampling 9
- 2.05.054 Sample reduction 1
- 2.05.055 Sample reduction 2
- 2.05.056 Sample reduction 3
- 2.05.057 Sample reduction 4
- 2.05.058 Sample reduction 5
- 2.05.059 Petrographic
- 2.05.060 Aggregate sizes
- 2.05.061 Sieve analysis 1
- 2.05.062 Sieve analysis 2
- 2.05.063 Sieve analysis 3
- 2.05.064 Sieve analysis 4
- 2.05.065 Sieve analysis 5
- 2.05.066 Sieve analysis 6
- 2.05.067 Sieve analysis 7
- 2.05.068 Sieve analysis 8
- 2.05.069 Slieve analysis 9
- 2.05.070 Sieve analysis 10
- 2.05.071 Sieve analysis 11
- 2.05.072 Sieve analysis 12
- 2.05.073 Sieve analysis 13
- 2.05.074 Sieve analysis 14
- 2.05.075 Sieve analysis 15
- 2.05.076 Sieve analysis 16
- 2.05.077 Sieve analysis 17
- 2.05.078 Sieve analysis 18
- 2.05.079 Sieve analysis 19
- 2.05.080 Sieve analysis 19a
- 2.05.081 Sieve analysis 20
- 2.05.082 Sieve analysis 21
- 2.05.083 Sieve analysis 22
- 2.05.084 Sieve analysis 22a
- 2.05.085 Sieve analysis 23
- 2.05.086 Sieve analysis 27
- 2.05.087 Sieve analysis 28
- 2.05.088 Combined grading
- 2.05.089 Cleanliness
- 2.05.088.1 Fine aggregate grading limits
- 2.05.088.2 Coarse aggregate grading limits
- 2.05.090 Fines (silt, clay and dust) 1
- 2.05.091 Fines (silt, clay and dust) 2
- 2.05.092 Sand equivalent test 1
- 2.05.093 Sand equivalent test 2
- 2.05.094 Sand equivalent test 3
- 2.05.095 Sand equivalent test 4
- 2.05.096 Sand equivalent test 5
- 2.05.097 Sand equivalent test 6
- 2.05.098 Sand equivalent test 7
- 2.05.099 Sand equivalent test 8
- 2.05.100 Sand equivalent test 9
- 2.05.101 Sand equivalent test 10
- 2.05.102 Sand equivalent test 11
- 2.05.103 Methylene blue test 1
- 2.05.104 Methylene blue test 2
- 2.05.105 Methylene blue test 3
- 2.05.106 Methylene blue test 4
- 2.05.107 Methylene blue test 5
- 2.05.108 Methylene blue test 6
- 2.05.109 Methylene blue test 7
- 2.05.110 Methylene blue test 8
- 2.05.111 Methylene blue test 9
- 2.05.112 Methylene blue test 10
- 2.05.113 Particle shape and surface texture 1
- 2.05.114 Particle shape and surface texture 2
- 2.05.115 Flakiness index 1
- 2.05.116 Flakiness index 2
- 2.05.117 Flakiness index 3
- 2.05.118 Flakiness Index 4
- 2.05.119 Flakiness index 5
- 2.05.120 Flakiness index 6
- 2.05.121 Flakiness index 7
- 2.05.122 Flakiness index 8
- 2.05.123 Flakiness index 9
- 2.05.124 Flakiness index 10
- 2.05.125 Density
- 2.05.126 Bulk density 1
- 2.05.127 Bulk density 2
- 2.05.128 Bulk density 3
- 2.05.129 Bulk density 4
- 2.05.130 Bulk density 5
- 2.05.131 Bulk density 6
- 2.05.132 Bulk density 7
- 2.05.133 Bulk density 8
- 2.05.134 Bulk density 9
- 2.05.135 Voids
- 2.05.136 Particle density
- 2.05.137 Water absorption
- 2.05.138 Particle density and water absorption 1
- 2.05.139 Particle density and water absorption 2
- 2.05.140 Particle density and water absorption 3
- 2.05.141 Particle density and water absorption 4
- 2.05.142 Particle density 5
- 2.05.143 Particle density and water absorption 6
- 2.05.144 Particle density and water absorption 7
- 2.05.145 Particle density and water absorption 8
- 2.05.146 Particle density and water absorption 9
- 2.05.147 Particle density and water absorption 10
- 2.05.148 Particle density and water absorption 11
- 2.05.149 Moisture content 1
- 2.05.150 Moisture content 2
- 2.05.151 Moisture content 3
- 2.05.152 Moisture content 4
- 2.05.153 Moisture content 5
- 2.05.154 Bulking of sand
- 2.05.155 Soundness 1
- 2.05.155.1 Soundness 2
- 2.05.156 Shrinkage
- 2.05.157 Drying shrinkage 1
- 2.05.158 Drying shrinkage 2
- 2.05.159 Drying shrinkage 3
- 2.05.160 Thermal expansion
- 2.05.161 Aggregate paste bond
- 2.05.162 Impurities
- 2.05.163 Organic matter
- 2.05.164 Coal and lignite
- 2.05.165 Sulfates
- 2.05.166 Iron pyrites
- 2.05.167 Chlorides
- 2.05.168 Shells
- 2.05.169 Chalk
- 2.05.170 Alkali reactive materials 1
- 2.05.170.1 Alkali-reactive materials 2
- 2.05.171 Mica
- 2.05.172 Aggregates for exposed surface finishes
- 2.05.173 Aggregate strength
- 2.05.174 Micro deval test
- 2.05.175 Los Angeles test
- 2.05.176 Aggregate impact test
- 2.05.177 Aggregate crushing test
- 2.05.178 10% fines test
- 2.05.179 Polished stone test
- 2.05.179.1 Aggregate abrasion test
- 2.05.180 Effect of aggregate properties 1
- 2.05.181 Effects of aggregate properties on concrete 2
- 2.05.182 End of unit test
- 2.05.001 Contents
- 2.05.002 Summary and Objective
- 2.05.003 Introduction
- 2.05.004 Structure of the Earth – Crust
- 2.05.005 Structure of the Earth – Mantle
- 2.05.006 Structure of the Earth – Core
- 2.05.007 Rock Cycle
- 2.05.008 Weathering 1
- 2.05.009 Weathering 2
- 2.05.010 Erosion 1
- 2.05.011 Erosion 2
- 2.05.012 Rock Types
- 2.05.013 Igneous Rocks 1
- 2.05.014 Igneous Rocks 2
- 2.05.015 Igneous Rocks 3
- 2.05.016 Sedimentary Rocks
- 2.05.017 Sedimentary Rocks 2
- 2.05.018 Sedimentary Rocks 3
- 2.05.019 Sedimentary Rocks 4
- 2.05.020 Metamorphic Rocks 1
- 2.05.021 Metamorphic Rocks 2
- 2.05.022 Metamorphic Rocks 3
- 2.05.023 Metamorphic Rocks 4
- 2.05.024 Trade Groups 1
- 2.05.025 Trade Groups 2
- 2.05.026 Aggregate Production
- 2.05.027 Sand and Gravel – Dry Process
- 2.05.028 Sand and Gravel – Wet Process
- 2.05.029 Washing
- 2.05.030 Screening
- 2.05.031 Sand Classification
- 2.05.032 Marine Aggregates 1
- 2.05.033 Marine Aggregates 2
- 2.05.034 Rock Excavation
- 2.05.035 Rock Crushing and Screening
- 2.05.036 Storage
- 2.05.037 Inspection
- 2.05.038 Essential Requirements
- 2.05.039 Aggregate Tests 1
- 2.05.040 Aggregate Tests 2
- 2.05.041 Aggregate tests-3
- 2.05.042 Aggregate Tests 4
- 2.05.043 Aggregate Tests 5
- 2.05.044 Aggregate Tests 6
- 2.05.045 Aggregate Sampling
- 2.05.046 Aggregate Sampling 2
- 2.05.047 Aggregate Sampling 3
- 2.05.048 Aggregate Sampling 4
- 2.05.049 Aggregate Sampling 5
- 2.05.050 Aggregate Sampling 6
- 2.05.051 Aggregate sampling 7
- 2.05.052 Aggregate sampling 8
- 2.05.053 Aggregate sampling 9
- 2.05.054 Sample reduction 1
- 2.05.055 Sample reduction 2
- 2.05.056 Sample reduction 3
- 2.05.057 Sample reduction 4
- 2.05.058 Sample reduction 5
- 2.05.059 Petrographic
- 2.05.060 Aggregate sizes
- 2.05.061 Sieve analysis 1
- 2.05.062 Sieve analysis 2
- 2.05.063 Sieve analysis 3
- 2.05.064 Sieve analysis 4
- 2.05.065 Sieve analysis 5
- 2.05.066 Sieve analysis 6
- 2.05.067 Sieve analysis 7
- 2.05.068 Sieve analysis 8
- 2.05.069 Slieve analysis 9
- 2.05.070 Sieve analysis 10
- 2.05.071 Sieve analysis 11
- 2.05.072 Sieve analysis 12
- 2.05.073 Sieve analysis 13
- 2.05.074 Sieve analysis 14
- 2.05.075 Sieve analysis 15
- 2.05.076 Sieve analysis 16
- 2.05.077 Sieve analysis 17
- 2.05.078 Sieve analysis 18
- 2.05.079 Sieve analysis 19
- 2.05.080 Sieve analysis 19a
- 2.05.081 Sieve analysis 20
- 2.05.082 Sieve analysis 21
- 2.05.083 Sieve analysis 22
- 2.05.084 Sieve analysis 22a
- 2.05.085 Sieve analysis 23
- 2.05.086 Sieve analysis 27
- 2.05.087 Sieve analysis 28
- 2.05.088 Combined grading
- 2.05.089 Cleanliness
- 2.05.088.1 Fine aggregate grading limits
- 2.05.088.2 Coarse aggregate grading limits
- 2.05.090 Fines (silt, clay and dust) 1
- 2.05.091 Fines (silt, clay and dust) 2
- 2.05.092 Sand equivalent test 1
- 2.05.093 Sand equivalent test 2
- 2.05.094 Sand equivalent test 3
- 2.05.095 Sand equivalent test 4
- 2.05.096 Sand equivalent test 5
- 2.05.097 Sand equivalent test 6
- 2.05.098 Sand equivalent test 7
- 2.05.099 Sand equivalent test 8
- 2.05.100 Sand equivalent test 9
- 2.05.101 Sand equivalent test 10
- 2.05.102 Sand equivalent test 11
- 2.05.103 Methylene blue test 1
- 2.05.104 Methylene blue test 2
- 2.05.105 Methylene blue test 3
- 2.05.106 Methylene blue test 4
- 2.05.107 Methylene blue test 5
- 2.05.108 Methylene blue test 6
- 2.05.109 Methylene blue test 7
- 2.05.110 Methylene blue test 8
- 2.05.111 Methylene blue test 9
- 2.05.112 Methylene blue test 10
- 2.05.113 Particle shape and surface texture 1
- 2.05.114 Particle shape and surface texture 2
- 2.05.115 Flakiness index 1
- 2.05.116 Flakiness index 2
- 2.05.117 Flakiness index 3
- 2.05.118 Flakiness Index 4
- 2.05.119 Flakiness index 5
- 2.05.120 Flakiness index 6
- 2.05.121 Flakiness index 7
- 2.05.122 Flakiness index 8
- 2.05.123 Flakiness index 9
- 2.05.124 Flakiness index 10
- 2.05.125 Density
- 2.05.126 Bulk density 1
- 2.05.127 Bulk density 2
- 2.05.128 Bulk density 3
- 2.05.129 Bulk density 4
- 2.05.130 Bulk density 5
- 2.05.131 Bulk density 6
- 2.05.132 Bulk density 7
- 2.05.133 Bulk density 8
- 2.05.134 Bulk density 9
- 2.05.135 Voids
- 2.05.136 Particle density
- 2.05.137 Water absorption
- 2.05.138 Particle density and water absorption 1
- 2.05.139 Particle density and water absorption 2
- 2.05.140 Particle density and water absorption 3
- 2.05.141 Particle density and water absorption 4
- 2.05.142 Particle density 5
- 2.05.143 Particle density and water absorption 6
- 2.05.144 Particle density and water absorption 7
- 2.05.145 Particle density and water absorption 8
- 2.05.146 Particle density and water absorption 9
- 2.05.147 Particle density and water absorption 10
- 2.05.148 Particle density and water absorption 11
- 2.05.149 Moisture content 1
- 2.05.150 Moisture content 2
- 2.05.151 Moisture content 3
- 2.05.152 Moisture content 4
- 2.05.153 Moisture content 5
- 2.05.154 Bulking of sand
- 2.05.155 Soundness 1
- 2.05.155.1 Soundness 2
- 2.05.156 Shrinkage
- 2.05.157 Drying shrinkage 1
- 2.05.158 Drying shrinkage 2
- 2.05.159 Drying shrinkage 3
- 2.05.160 Thermal expansion
- 2.05.161 Aggregate paste bond
- 2.05.162 Impurities
- 2.05.163 Organic matter
- 2.05.164 Coal and lignite
- 2.05.165 Sulfates
- 2.05.166 Iron pyrites
- 2.05.167 Chlorides
- 2.05.168 Shells
- 2.05.169 Chalk
- 2.05.170 Alkali reactive materials 1
- 2.05.170.1 Alkali-reactive materials 2
- 2.05.171 Mica
- 2.05.172 Aggregates for exposed surface finishes
- 2.05.173 Aggregate strength
- 2.05.174 Micro deval test
- 2.05.175 Los Angeles test
- 2.05.176 Aggregate impact test
- 2.05.177 Aggregate crushing test
- 2.05.178 10% fines test
- 2.05.179 Polished stone test
- 2.05.179.1 Aggregate abrasion test
- 2.05.180 Effect of aggregate properties 1
- 2.05.181 Effects of aggregate properties on concrete 2
- 2.05.182 End of unit test
7
2.06 Light-weight and heavy-weight aggregates and concretes - 2.06.01 Contents
- 2.06.02 Summary and objective
- 2.06.03 Light-weight concrete types
- 2.06.04 Light-weight aggregate concrete historical 1
- 2.06.05 Light-weight aggregates concrete historical 2
- 2.06.06 Light-weight aggregates concrete historical 3
- 2.06.07 Types of light-weight aggregate
- 2.06.08 Types of light-weight aggregate 2 Sintered fly ash
- 2.06.09 Types of light-weight aggregate 3. Furnace bottom ash
- 2.06.10 Types of light-weight aggregate 4, furnace bottom ash (contd.)
- 2.06.11 Types of light-weight aggregate 5. Expanded clays and shales
- 2.06.12 Types of light-weight aggregate 6. Foamed slag
- 2.06.13 Types of light-weight aggregate 7. Pelletized blastfurnace slag
- 2.06.14 Types of light-weight aggregate 8. Pumice
- 2.06.15 Types of light-weight aggregate 9. Expanded slate
- 2.06.16 Types of light-weight aggregate cont’d. Exfoliated vermiculite
- 2.06.17 Types of light-weight aggregate cont’d. Expanded Perlite
- 2.06.18 Types of light-weight aggregate cont’d. Plastic particles
- 2.06.19 Types of light-weight aggregate cont’d. Wood particles
- 2.06.20 Properties of light-weight aggregate concrete. Fresh concrete
- 2.06.21 Properties of light-weight aggregate concrete cont’d. Hardened concrete
- 2.06.22 Properties of light-weight aggregate concrete. Hardened concrete cont’d.
- 2.06.23 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Thermal insulation
- 2.06.24 Properties of light-weight aggregate concrete. Hardened concrete. Thermal insulation cont’d.
- 2.06.25 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Thermal expansion
- 2.06.26 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Dimensional changes
- 2.06.27 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Durability
- 2.06.28 Properties of light-weight aggregate concrete cont’d. Mix design factors
- 2.06.29 Light-weight aggregate concrete (contd.) Production and use
- 2.06.30 Light-weight concrete cont’d. No fines concrete
- 2.06.31 Light-weight concrete, no fines concrete cont’d
- 2.06.32 Light-weight concrete. No fines concrete cont’d
- 2.06.33 Light-weight concrete. No fines concrete cont’d. Applications
- 2.06.34 Light-weight concrete. No fines concrete. Applications cont’d
- 2.06.35 Light-weight concrete (contd.) Aerated concrete
- 2.06.36 Light-weight concrete. Aerated concrete cont’d. Principles
- 2.06.37 Light-weight concrete. Aerated concrete cont’d. Production
- 2.06.38 Light-weight concrete. Aerated concrete. Production cont’d
- 2.06.39 Light-weight concrete. Aerated concrete. Production cont’d
- 2.06.40 Light-weight concrete. Aerated concrete cont’d. Properties
- 2.06.41 Light-weight concrete cont’d. Foamed concrete
- 2.06.42 Light-weight concrete. Foamed concrete cont’d.
- 2.06.43 Light-weight concrete. Foamed concrete cont’d. Video
- 2.06.44 Heavy-weight concrete and aggregates
- 2.06.45 Heavyweight aggregates cont’d. Barytes
- 2.06.44.1 HWC Heavy-weight aggregates
- 2.06.46 Heavyweight aggregates cont’d. Magnetite
- 2.06.47 Heavyweight aggregates cont’d. Haematite
- 2.06.48 Heavyweight aggregates cont’d. Ilmenite
- 2.06.49 Heavyweight aggregates cont’d. Chrome ore
- 2.06.50 Heavy-weight aggregates cont’d. Ferrosilicon
- 2.06.51 Heavy-weight aggregates cont’d. Scrap iron
- 2.06.52 Heavy-weight aggregates cont’d. Lead
- 2.06.53 Heavy-weight aggregates cont’d. Production factors
- 2.06.54 Heavy-weight concrete. Production factors
- 2.06.55 End of unit test
- 2.06.01 Contents
- 2.06.02 Summary and objective
- 2.06.03 Light-weight concrete types
- 2.06.04 Light-weight aggregate concrete historical 1
- 2.06.05 Light-weight aggregates concrete historical 2
- 2.06.06 Light-weight aggregates concrete historical 3
- 2.06.07 Types of light-weight aggregate
- 2.06.08 Types of light-weight aggregate 2 Sintered fly ash
- 2.06.09 Types of light-weight aggregate 3. Furnace bottom ash
- 2.06.10 Types of light-weight aggregate 4, furnace bottom ash (contd.)
- 2.06.11 Types of light-weight aggregate 5. Expanded clays and shales
- 2.06.12 Types of light-weight aggregate 6. Foamed slag
- 2.06.13 Types of light-weight aggregate 7. Pelletized blastfurnace slag
- 2.06.14 Types of light-weight aggregate 8. Pumice
- 2.06.15 Types of light-weight aggregate 9. Expanded slate
- 2.06.16 Types of light-weight aggregate cont’d. Exfoliated vermiculite
- 2.06.17 Types of light-weight aggregate cont’d. Expanded Perlite
- 2.06.18 Types of light-weight aggregate cont’d. Plastic particles
- 2.06.19 Types of light-weight aggregate cont’d. Wood particles
- 2.06.20 Properties of light-weight aggregate concrete. Fresh concrete
- 2.06.21 Properties of light-weight aggregate concrete cont’d. Hardened concrete
- 2.06.22 Properties of light-weight aggregate concrete. Hardened concrete cont’d.
- 2.06.23 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Thermal insulation
- 2.06.24 Properties of light-weight aggregate concrete. Hardened concrete. Thermal insulation cont’d.
- 2.06.25 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Thermal expansion
- 2.06.26 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Dimensional changes
- 2.06.27 Properties of light-weight aggregate concrete. Hardened concrete cont’d. Durability
- 2.06.28 Properties of light-weight aggregate concrete cont’d. Mix design factors
- 2.06.29 Light-weight aggregate concrete (contd.) Production and use
- 2.06.30 Light-weight concrete cont’d. No fines concrete
- 2.06.31 Light-weight concrete, no fines concrete cont’d
- 2.06.32 Light-weight concrete. No fines concrete cont’d
- 2.06.33 Light-weight concrete. No fines concrete cont’d. Applications
- 2.06.34 Light-weight concrete. No fines concrete. Applications cont’d
- 2.06.35 Light-weight concrete (contd.) Aerated concrete
- 2.06.36 Light-weight concrete. Aerated concrete cont’d. Principles
- 2.06.37 Light-weight concrete. Aerated concrete cont’d. Production
- 2.06.38 Light-weight concrete. Aerated concrete. Production cont’d
- 2.06.39 Light-weight concrete. Aerated concrete. Production cont’d
- 2.06.40 Light-weight concrete. Aerated concrete cont’d. Properties
- 2.06.41 Light-weight concrete cont’d. Foamed concrete
- 2.06.42 Light-weight concrete. Foamed concrete cont’d.
- 2.06.43 Light-weight concrete. Foamed concrete cont’d. Video
- 2.06.44 Heavy-weight concrete and aggregates
- 2.06.45 Heavyweight aggregates cont’d. Barytes
- 2.06.44.1 HWC Heavy-weight aggregates
- 2.06.46 Heavyweight aggregates cont’d. Magnetite
- 2.06.47 Heavyweight aggregates cont’d. Haematite
- 2.06.48 Heavyweight aggregates cont’d. Ilmenite
- 2.06.49 Heavyweight aggregates cont’d. Chrome ore
- 2.06.50 Heavy-weight aggregates cont’d. Ferrosilicon
- 2.06.51 Heavy-weight aggregates cont’d. Scrap iron
- 2.06.52 Heavy-weight aggregates cont’d. Lead
- 2.06.53 Heavy-weight aggregates cont’d. Production factors
- 2.06.54 Heavy-weight concrete. Production factors
- 2.06.55 End of unit test
8
2.07 Admixtures - 2.07.01 Contents
- 2.07.02 Summary and objectives
- 2.07.03 Introduction
- 2.07.04 Water-reducing admixtures
- 2.07.05 Water-reducing admixtures (contd.)
- 2.07.06 Water-reducing admixtures (contd.)
- 2.07.07 Water-reducing admixtures (contd.)
- 2.07.08 Set-retarding admixtures
- 2.07.09 Set-retarding admixtures (contd.)
- 2.07.10 Accelerating admixtures
- 2.07.11 Accelerating admixtures (contd.)
- 2.07.12 High range water reducing/superplasticising admixtures
- 2.07.13 High range water reducing/superplasticising admixtures (contd.)
- 2.07.14 High range water reducing/superplasticising admixtures (contd.)
- 2.07.15 High range water reducing/superplasticising admixtures (contd.)
- 2.07.16 High range water reducing/superplasticising admixtures (contd.) Flowing concrete
- 2.07.17 High range water reducing/superplasticising admixtures. Flowing concrete (contd.)
- 2.07.18 High range water reducing/superplasticising admixtures. Flowing concrete (contd.) Handling and transporting
- 2.07.19 High range water reducing/superplasticising admixtures. Flowing concrete (contd.) Applications
- 2.07.20 High range water reducing/superplasticising admixtures. Self compacting concrete
- 2.07.21 Air-entraining admixtures
- 2.07.22 Air-entraining admixtures (contd.) Air content
- 2.07.23 Air-entraining admixtures. Air content (contd.)
- 2.07.24 Air-entraining admixtures (contd.) The purpose of air entrainment
- 2.07.25 Air-entraining admixtures (contd.) Chemicals used as air-entraining admixtures
- 2.07.26 Air-entraining admixtures (contd.) Factors affecting air content
- 2.07.27 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.28 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.29 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.30 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.31 Air-entraining admixtures. Mix design
- 2.07.32 Air-entraining admixtures. Mix design (contd.)
- 2.07.33 Admixtures for special purposes
- 2.07.34 Admixtures for special purposes (contd.) Pumping aids
- 2.07.35 Admixtures for special purposes (contd.) Pigments
- 2.07.36 Admixtures. Storage
- 2.07.37 Admixtures. Dosage
- 2.07.38 Admixtures. Dosage (contd.)
- 2.07.39 Admixtures. Dispensing
- 2.07.40 Admixtures. End of unit test
- 2.07.01 Contents
- 2.07.02 Summary and objectives
- 2.07.03 Introduction
- 2.07.04 Water-reducing admixtures
- 2.07.05 Water-reducing admixtures (contd.)
- 2.07.06 Water-reducing admixtures (contd.)
- 2.07.07 Water-reducing admixtures (contd.)
- 2.07.08 Set-retarding admixtures
- 2.07.09 Set-retarding admixtures (contd.)
- 2.07.10 Accelerating admixtures
- 2.07.11 Accelerating admixtures (contd.)
- 2.07.12 High range water reducing/superplasticising admixtures
- 2.07.13 High range water reducing/superplasticising admixtures (contd.)
- 2.07.14 High range water reducing/superplasticising admixtures (contd.)
- 2.07.15 High range water reducing/superplasticising admixtures (contd.)
- 2.07.16 High range water reducing/superplasticising admixtures (contd.) Flowing concrete
- 2.07.17 High range water reducing/superplasticising admixtures. Flowing concrete (contd.)
- 2.07.18 High range water reducing/superplasticising admixtures. Flowing concrete (contd.) Handling and transporting
- 2.07.19 High range water reducing/superplasticising admixtures. Flowing concrete (contd.) Applications
- 2.07.20 High range water reducing/superplasticising admixtures. Self compacting concrete
- 2.07.21 Air-entraining admixtures
- 2.07.22 Air-entraining admixtures (contd.) Air content
- 2.07.23 Air-entraining admixtures. Air content (contd.)
- 2.07.24 Air-entraining admixtures (contd.) The purpose of air entrainment
- 2.07.25 Air-entraining admixtures (contd.) Chemicals used as air-entraining admixtures
- 2.07.26 Air-entraining admixtures (contd.) Factors affecting air content
- 2.07.27 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.28 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.29 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.30 Air-entraining admixtures. Factors affecting air content (contd.)
- 2.07.31 Air-entraining admixtures. Mix design
- 2.07.32 Air-entraining admixtures. Mix design (contd.)
- 2.07.33 Admixtures for special purposes
- 2.07.34 Admixtures for special purposes (contd.) Pumping aids
- 2.07.35 Admixtures for special purposes (contd.) Pigments
- 2.07.36 Admixtures. Storage
- 2.07.37 Admixtures. Dosage
- 2.07.38 Admixtures. Dosage (contd.)
- 2.07.39 Admixtures. Dispensing
- 2.07.40 Admixtures. End of unit test
9
2.08 Mixing water - 2.08.01 Contents
- 2.08.02 Summary and objectives
- 2.08.03 Introduction
- 2.08.04 Suitability of water
- 2.08.05 Suitability of water (contd.) Assessment
- 2.08.06 Suitability of water. Assessment (contd.) Classification
- 2.08.07 Suitability of water. Assessment (contd.) Sampling
- 2.08.08 Suitability of water. Assessment (contd.) Preliminary assessment
- 2.08.09 Suitability of water. Assessment (contd.) Organic impurities
- 2.08.10 Suitability of water. Assessment (contd.) Chlorides
- 2.08.11 Suitability of water. Assessment (contd.) Seawater
- 2.08.12 Suitability of water. Assessment (contd.) Sulfates
- 2.08.13 Suitability of water. Assessment (contd.) Alkalis
- 2.08.14 Suitability of water. Assessment (contd.) Other impurities
- 2.08.15 Suitability of water. Assessment (contd.) Comparative testing
- 2.08.16 End of unit test
- 2.08.01 Contents
- 2.08.02 Summary and objectives
- 2.08.03 Introduction
- 2.08.04 Suitability of water
- 2.08.05 Suitability of water (contd.) Assessment
- 2.08.06 Suitability of water. Assessment (contd.) Classification
- 2.08.07 Suitability of water. Assessment (contd.) Sampling
- 2.08.08 Suitability of water. Assessment (contd.) Preliminary assessment
- 2.08.09 Suitability of water. Assessment (contd.) Organic impurities
- 2.08.10 Suitability of water. Assessment (contd.) Chlorides
- 2.08.11 Suitability of water. Assessment (contd.) Seawater
- 2.08.12 Suitability of water. Assessment (contd.) Sulfates
- 2.08.13 Suitability of water. Assessment (contd.) Alkalis
- 2.08.14 Suitability of water. Assessment (contd.) Other impurities
- 2.08.15 Suitability of water. Assessment (contd.) Comparative testing
- 2.08.16 End of unit test
10
2.09 Steel for reinforcing & prestressing - 2.09.01 Contents
- 2.09.02 Summary and objectives
- 2.09.03 Types – Plain round bars
- 2.09.04 Types – Cold rolled
- 2.09.05 Types – Hot rolled
- 2.09.06 Types – Coated reinforcement
- 2.09.08 Yield stress
- 2.09.09 Grade designation
- 2.09.10 Steel reinforcement – uses
- 2.09.11 Mild steel
- 2.09.12 Bond
- 2.09.13 Storage
- 2.09.14 Corrosion and rusting 1
- 2.09.15 Corrosion and rusting 2
- 2.09.16 Corrosion damage
- 2.09.17 Corrosion mechanism
- 2.09.18 Surface condition 1
- 2.09.20 Surface condition 2
- 2.09.21 Accepting and rejecting
- 2.09.22 Standard shapes
- 2.09.23 Drawings and schedules
- 2.09.24 Cutting and bending
- 2.09.25 Cutting and bending 2
- 2.09.26 Cutting and bending 3
- 2.09.27 Cutting and bending 4
- 2.09.28 Fixing 1
- 2.09.29 Fixing 2
- 2.09.30 Fixing 3
- 2.09.31 Fixing 4
- 2.09.32 Fixing tolerances
- 2.09.33 Protecting after fixing
- 2.09.34 Cover 1
- 2.09.35 Cover 2
- 2.09.36 Cover, spacers and chairs
- 2.09.37 Plastic spacers
- 2.09.38 Cementitious spacers
- 2.09.39 Chairs
- 2.09.40 Fabric 1
- 2.09.41 Fabric 2
- 2.09.42 Fabric 3 Table
- 2.09.43 Fabric 4 Types A and B
- 2.09.44 Fabric 5 Types C and D
- 2.09.45 Fabric 6 Non standard
- 2.09.46 Fabric 7 Drawings
- 2.09.46a Fabric 8 Lapping
- 2.09.47 Fabric 9 Schedules
- 2.09.48 Fabric 10 Site storage
- 2.09.49 Fabric 11 Fixing
- 2.09.50 Steel for prestressing
- 2.09.51 Strength of prestressing steel
- 2.09.52 Cold drawn wire
- 2.09.53 Strand 1
- 2.09.54 Strand 2
- 2.09.55 Cold worked bars 1
- 2.09.56 Cold worked bars 2
- 2.09.57 Pre-stressing operations 1
- 2.09.58 Pre-stressing operations 2
- 2.09.59 Pre-stressing operations 3
- 2.09.60 Post-tensioned transfer 1
- 2.09.61 Post-tensioned transfer 2
- 2.09.62 End of unit test
- 2.09.01 Contents
- 2.09.02 Summary and objectives
- 2.09.03 Types – Plain round bars
- 2.09.04 Types – Cold rolled
- 2.09.05 Types – Hot rolled
- 2.09.06 Types – Coated reinforcement
- 2.09.08 Yield stress
- 2.09.09 Grade designation
- 2.09.10 Steel reinforcement – uses
- 2.09.11 Mild steel
- 2.09.12 Bond
- 2.09.13 Storage
- 2.09.14 Corrosion and rusting 1
- 2.09.15 Corrosion and rusting 2
- 2.09.16 Corrosion damage
- 2.09.17 Corrosion mechanism
- 2.09.18 Surface condition 1
- 2.09.20 Surface condition 2
- 2.09.21 Accepting and rejecting
- 2.09.22 Standard shapes
- 2.09.23 Drawings and schedules
- 2.09.24 Cutting and bending
- 2.09.25 Cutting and bending 2
- 2.09.26 Cutting and bending 3
- 2.09.27 Cutting and bending 4
- 2.09.28 Fixing 1
- 2.09.29 Fixing 2
- 2.09.30 Fixing 3
- 2.09.31 Fixing 4
- 2.09.32 Fixing tolerances
- 2.09.33 Protecting after fixing
- 2.09.34 Cover 1
- 2.09.35 Cover 2
- 2.09.36 Cover, spacers and chairs
- 2.09.37 Plastic spacers
- 2.09.38 Cementitious spacers
- 2.09.39 Chairs
- 2.09.40 Fabric 1
- 2.09.41 Fabric 2
- 2.09.42 Fabric 3 Table
- 2.09.43 Fabric 4 Types A and B
- 2.09.44 Fabric 5 Types C and D
- 2.09.45 Fabric 6 Non standard
- 2.09.46 Fabric 7 Drawings
- 2.09.46a Fabric 8 Lapping
- 2.09.47 Fabric 9 Schedules
- 2.09.48 Fabric 10 Site storage
- 2.09.49 Fabric 11 Fixing
- 2.09.50 Steel for prestressing
- 2.09.51 Strength of prestressing steel
- 2.09.52 Cold drawn wire
- 2.09.53 Strand 1
- 2.09.54 Strand 2
- 2.09.55 Cold worked bars 1
- 2.09.56 Cold worked bars 2
- 2.09.57 Pre-stressing operations 1
- 2.09.58 Pre-stressing operations 2
- 2.09.59 Pre-stressing operations 3
- 2.09.60 Post-tensioned transfer 1
- 2.09.61 Post-tensioned transfer 2
- 2.09.62 End of unit test
11
2.10 Fibre-reinforced concrete - 2.10.01 Contents
- 2.10.02 Summary and objective
- 2.10.03 Introduction
- 2.10.04 Influence of fibres on concrete properties
- 2.10.05 Factors affecting concrete performance. Fibre content
- 2.10.06 Factors affecting concrete performance (contd.) Strength and modulus of elasticity
- 2.10.07 Factors affecting concrete performance (contd.) Bond
- 2.10.08 Factors affecting concrete performance (contd.) Orientation (fibre alignment)
- 2.10.09 Fibre types and applications
- 2.10.10 Fibre types and applications (contd.) Steel fibres
- 2.10.11 Fibre types and applications. Steel fibres (contd.)
- 2.10.12 Fibre types and applications. Steel fibres (contd.) Application of SFRC
- 2.10.13 Fibre types and applications. Steel fibres. Application of SFRC (contd.)
- 2.10.14 Fibre types and applications (contd.) Polypropylene fibres
- 2.10.15 Fibre types and applications. Polypropylene fibres (contd.)
- 2.10.16 Fibre types and applications. Polypropylene fibres (contd.)
- 2.10.17 Fibre types and applications (contd.) Glass fibre
- 2.10.18 Fibre types and applications. Glass fibre (contd.)
- 2.10.19 Fibre types and applications (contd.) Carbon fibre
- 2.10.20 Fibre types and applications (contd.) Asbestos fibres
- 2.10.21 Fibre types and applications (contd.) Natural fibres
- 2.10.22 Mixing fibre reinforced concrete
- 2.10.23 End of unit test
- 2.10.01 Contents
- 2.10.02 Summary and objective
- 2.10.03 Introduction
- 2.10.04 Influence of fibres on concrete properties
- 2.10.05 Factors affecting concrete performance. Fibre content
- 2.10.06 Factors affecting concrete performance (contd.) Strength and modulus of elasticity
- 2.10.07 Factors affecting concrete performance (contd.) Bond
- 2.10.08 Factors affecting concrete performance (contd.) Orientation (fibre alignment)
- 2.10.09 Fibre types and applications
- 2.10.10 Fibre types and applications (contd.) Steel fibres
- 2.10.11 Fibre types and applications. Steel fibres (contd.)
- 2.10.12 Fibre types and applications. Steel fibres (contd.) Application of SFRC
- 2.10.13 Fibre types and applications. Steel fibres. Application of SFRC (contd.)
- 2.10.14 Fibre types and applications (contd.) Polypropylene fibres
- 2.10.15 Fibre types and applications. Polypropylene fibres (contd.)
- 2.10.16 Fibre types and applications. Polypropylene fibres (contd.)
- 2.10.17 Fibre types and applications (contd.) Glass fibre
- 2.10.18 Fibre types and applications. Glass fibre (contd.)
- 2.10.19 Fibre types and applications (contd.) Carbon fibre
- 2.10.20 Fibre types and applications (contd.) Asbestos fibres
- 2.10.21 Fibre types and applications (contd.) Natural fibres
- 2.10.22 Mixing fibre reinforced concrete
- 2.10.23 End of unit test