This module includes the following lessons:
Course Content
Lessons
Status
1
2.11 Fresh concrete
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2.11.01 Contents
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2.11.02 Summary and objectives
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2.11.03 Introduction
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2.11.04 Consistence 1
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2.11.05 Consistence 2
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2.11.06 Consistence 3
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2.11.07 Consistence 4
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2.11.08 Definitions 1
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2.11.09 Definitions 2
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2.11.10 Cohesion
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2.11.11 Segregation 1
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2.11.12 Segregation 2
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2.11.13 Bleeding
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2.11.14 Plastic cracking
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2.11.15 Plastic settlement
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2.11.16 Plastic shrinkage
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2.11.17 Stiffening and early hardening
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2.11.18 Flash and false setting
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2.11.19 End of unit tests
- 2.11.01 Contents
- 2.11.02 Summary and objectives
- 2.11.03 Introduction
- 2.11.04 Consistence 1
- 2.11.05 Consistence 2
- 2.11.06 Consistence 3
- 2.11.07 Consistence 4
- 2.11.08 Definitions 1
- 2.11.09 Definitions 2
- 2.11.10 Cohesion
- 2.11.11 Segregation 1
- 2.11.12 Segregation 2
- 2.11.13 Bleeding
- 2.11.14 Plastic cracking
- 2.11.15 Plastic settlement
- 2.11.16 Plastic shrinkage
- 2.11.17 Stiffening and early hardening
- 2.11.18 Flash and false setting
- 2.11.19 End of unit tests
2
2.12 Hardened concrete – behaviour under load
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2.12.01 Contents
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2.12.02 Summary and objectives
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2.12.03 Introduction
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2.12.04 Strength
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2.12.05 Stress
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2.12.06 Strain
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2.12.07 Hooke’s Law
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2.12.08 Modulus of elasticity
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2.12.09 Compressive strength
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2.12.10 Tensile strength 1
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2.12.11 Tensile strength 2
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2.12.12 Flexural strength
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2.12.13 Shear strength
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2.12.14 Creep
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2.12.15 Characteristic strength
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2.12.16 Strength class
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2.12.17 Factors affecting strength 1
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2.12.18 Factors affecting strength 2
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2.12.19 Factors affecting strength 3
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2.12.20 Water demand
- 2.12.01 Contents
- 2.12.02 Summary and objectives
- 2.12.03 Introduction
- 2.12.04 Strength
- 2.12.05 Stress
- 2.12.06 Strain
- 2.12.07 Hooke’s Law
- 2.12.08 Modulus of elasticity
- 2.12.09 Compressive strength
- 2.12.10 Tensile strength 1
- 2.12.11 Tensile strength 2
- 2.12.12 Flexural strength
- 2.12.13 Shear strength
- 2.12.14 Creep
- 2.12.15 Characteristic strength
- 2.12.16 Strength class
- 2.12.17 Factors affecting strength 1
- 2.12.18 Factors affecting strength 2
- 2.12.19 Factors affecting strength 3
- 2.12.20 Water demand
3
2.13 Dimensional changes
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2.13.01 Contents
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2.13.02 Summary and objectives
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2.13.03 Introduction
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2.13.04 Drying shrinkage 1
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2.13.05 Drying shrinkage 2
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2.13.06 Drying shrinkage 3
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2.13.07 Drying shrinkage 4
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2.13.08 Drying shrinkage 5
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2.13.09 Moisture movement
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2.13.10 Thermal movement 1
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2.13.11 Thermal movement 2
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2.13.12 Thermal movement 3
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2.13.13 Thermal movement 4
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2.13.14 Thermal movement 5
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2.13.15 End of unit tests
- 2.13.01 Contents
- 2.13.02 Summary and objectives
- 2.13.03 Introduction
- 2.13.04 Drying shrinkage 1
- 2.13.05 Drying shrinkage 2
- 2.13.06 Drying shrinkage 3
- 2.13.07 Drying shrinkage 4
- 2.13.08 Drying shrinkage 5
- 2.13.09 Moisture movement
- 2.13.10 Thermal movement 1
- 2.13.11 Thermal movement 2
- 2.13.12 Thermal movement 3
- 2.13.13 Thermal movement 4
- 2.13.14 Thermal movement 5
- 2.13.15 End of unit tests
4
2.14 Durability
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2.14.01 Contents
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2.14.02 Summary and objectives
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2.14.03 Introduction
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2.14.04 Impermeability
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2.14.05 Corrosion and rusting
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2.14.06 Corrosion mechanism
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2.14.07 Carbonation and corrosion
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2.14.08 Carbonation
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2.14.09 Effect of chlorides
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2.14.10 Factors affecting corrosion
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2.14.11 Effect of freezing
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2.14.12 Effects of frost
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2.14.13 Freeze thaw cycles
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2.14.14 Freeze thaw resistance
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2.14.15 Freeze thaw attack
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2.14.16 Sulfate attack
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2.14.17 Sulfate attack other forms
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2.14.18 Requirements for sulfate resistance
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2.14.19 Concrete in sea water
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2.14.20 Abrasion resistance
- 2.14.01 Contents
- 2.14.02 Summary and objectives
- 2.14.03 Introduction
- 2.14.04 Impermeability
- 2.14.05 Corrosion and rusting
- 2.14.06 Corrosion mechanism
- 2.14.07 Carbonation and corrosion
- 2.14.08 Carbonation
- 2.14.09 Effect of chlorides
- 2.14.10 Factors affecting corrosion
- 2.14.11 Effect of freezing
- 2.14.12 Effects of frost
- 2.14.13 Freeze thaw cycles
- 2.14.14 Freeze thaw resistance
- 2.14.15 Freeze thaw attack
- 2.14.16 Sulfate attack
- 2.14.17 Sulfate attack other forms
- 2.14.18 Requirements for sulfate resistance
- 2.14.19 Concrete in sea water
- 2.14.20 Abrasion resistance
5
2.15A Testing fresh concrete
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2.15A.001 Contents
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2.15A.002 Summary and objectives
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2.15A.003 Standard methods for testing
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2.15A.004 Sampling methods 1
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2.15A.005 Sampling methods 2
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2.15A.006 Sampling equipment
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2.15A.007 Sample size
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2.15A.008 Composite sample
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2.15A.009 Spot sample
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2.15A.010 Record sheet
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2.15A.011 Slump test
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2.15A.012 Slump test equipment
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2.15A.013 Slump test mixing
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2.15A.014 Filling slump cone
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2.15A.015 Striking off slump cone 1
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2.15A.016 Lifting the slump cone
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2.15A.017 Measuring the slump
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2.15A.018 Types of slump true
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2.15A.019 Types of slump abnormal
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2.15A.020 Slump test procedure video
- 2.15A.001 Contents
- 2.15A.002 Summary and objectives
- 2.15A.003 Standard methods for testing
- 2.15A.004 Sampling methods 1
- 2.15A.005 Sampling methods 2
- 2.15A.006 Sampling equipment
- 2.15A.007 Sample size
- 2.15A.008 Composite sample
- 2.15A.009 Spot sample
- 2.15A.010 Record sheet
- 2.15A.011 Slump test
- 2.15A.012 Slump test equipment
- 2.15A.013 Slump test mixing
- 2.15A.014 Filling slump cone
- 2.15A.015 Striking off slump cone 1
- 2.15A.016 Lifting the slump cone
- 2.15A.017 Measuring the slump
- 2.15A.018 Types of slump true
- 2.15A.019 Types of slump abnormal
- 2.15A.020 Slump test procedure video
6
2.15B Testing hardened concrete
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2.15B.021 Specimen preparation 11
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2.15B.022 Specimen prepration 12
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2.15B.023 Density 1
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2.15B.024 Density 2
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2.15B.025 Density 3
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2.15B.026 Density 4
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2.15B.028 Density 6
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2.15B.027 Density 5
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2.15B.029 Compression machine 1
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2.15B.030 Compression machine 2
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2.15B.031 Compression machine 3
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2.15B.032 Compression machine 4
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2.15B.033 Comparative cube test 1
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2.15B.034 Comparative cube test 2
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2.15B.035 Comparative cube test 3
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2.15B.036 Cube testing 1
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2.15B.037 Cube testing 2
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2.15B.038 Cube testing 3
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2.15B.039 Cylinder testing 1
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2.15B.040 Cylinder testing 2
- 2.15B.021 Specimen preparation 11
- 2.15B.022 Specimen prepration 12
- 2.15B.023 Density 1
- 2.15B.024 Density 2
- 2.15B.025 Density 3
- 2.15B.026 Density 4
- 2.15B.028 Density 6
- 2.15B.027 Density 5
- 2.15B.029 Compression machine 1
- 2.15B.030 Compression machine 2
- 2.15B.031 Compression machine 3
- 2.15B.032 Compression machine 4
- 2.15B.033 Comparative cube test 1
- 2.15B.034 Comparative cube test 2
- 2.15B.035 Comparative cube test 3
- 2.15B.036 Cube testing 1
- 2.15B.037 Cube testing 2
- 2.15B.038 Cube testing 3
- 2.15B.039 Cylinder testing 1
- 2.15B.040 Cylinder testing 2
7
2.16 Quality control – statistical methods
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2.16.01 Contents
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2.16.02 Summary and Objectives
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2.16.03 Introduction
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2.16.04 Arithmetic mean 1
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2.16.05 Arithmetic mean 2
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2.16.06 Range
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2.16.07 Frequency distribution 1
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2.16.08 Frequency distribution 2
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2.16.09 Frequency distribution 3
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2.16.10 Variability
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2.16.11 Standard deviation 1
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2.16.12 Standard deviation 2
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2.16.13 Standard deviation 3
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2.16.14 Standard deviation 4
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2.16.15 SD continuous results 1
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2.16.16 SD continuous results 2
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2.16.17 SD continuous results 3
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2.16.18 SD continuous results 4
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2.16.19 SD continuous results 5
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2.16.20 Range method 1
- 2.16.01 Contents
- 2.16.02 Summary and Objectives
- 2.16.03 Introduction
- 2.16.04 Arithmetic mean 1
- 2.16.05 Arithmetic mean 2
- 2.16.06 Range
- 2.16.07 Frequency distribution 1
- 2.16.08 Frequency distribution 2
- 2.16.09 Frequency distribution 3
- 2.16.10 Variability
- 2.16.11 Standard deviation 1
- 2.16.12 Standard deviation 2
- 2.16.13 Standard deviation 3
- 2.16.14 Standard deviation 4
- 2.16.15 SD continuous results 1
- 2.16.16 SD continuous results 2
- 2.16.17 SD continuous results 3
- 2.16.18 SD continuous results 4
- 2.16.19 SD continuous results 5
- 2.16.20 Range method 1
8
2.17 Specifications
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2.17.001 Contents
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2.17.002 Summary and Objectives
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2.17.003 Introduction
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2.17.004 Concrete specification 1
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2.17.005 Concrete specification 2
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2.17.006 Concrete specification 3
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2.17.007 Fresh concrete consistence
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2.17.008 Slump classes
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2.17.009 Vebe classes
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2.17.010 Degree of compactibility
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2.17.011 Flow classes
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2.17.012 Density classes
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2.17.013 Types of concrete 1
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2.17.014 Types of concrete 2
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2.17.015 Designed concrete 1
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2.17.016 Designed concrete 2
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2.17.017 High strength concrete
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2.17.018 Designed concrete materials
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2.17.019 Chloride content 1
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2.17.020 Chloride content 2
- 2.17.001 Contents
- 2.17.002 Summary and Objectives
- 2.17.003 Introduction
- 2.17.004 Concrete specification 1
- 2.17.005 Concrete specification 2
- 2.17.006 Concrete specification 3
- 2.17.007 Fresh concrete consistence
- 2.17.008 Slump classes
- 2.17.009 Vebe classes
- 2.17.010 Degree of compactibility
- 2.17.011 Flow classes
- 2.17.012 Density classes
- 2.17.013 Types of concrete 1
- 2.17.014 Types of concrete 2
- 2.17.015 Designed concrete 1
- 2.17.016 Designed concrete 2
- 2.17.017 High strength concrete
- 2.17.018 Designed concrete materials
- 2.17.019 Chloride content 1
- 2.17.020 Chloride content 2
9
2.18 Mix design
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2.18.01 Contents
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2.18.02 Summary and objectives
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2.18.03 Introduction
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2.18.04 DoE mix design
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2.18.05 WC ratio 1
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2.18.06 WC ratio 2
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2.18.07 WC ratio 3
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2.18.08 WC ratio 4
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2.18.09 WC ratio 5
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2.18.10 WC ratio 6
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2.18.11 WC ratio 7
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2.18.12 Strength 1
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2.18.13 Strength 2
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2.18.14 Strength 3
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2.18.15 Factors affecting mix design 1
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2.18.16 Factors affecting mix design 2
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2.18.17 Factors affecting mix design 3
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2.18.18 Factors affecting mix design 4
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2.18.19 Factors affecting mix design 5
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2.18.20 Factors affecting mix design 6
- 2.18.01 Contents
- 2.18.02 Summary and objectives
- 2.18.03 Introduction
- 2.18.04 DoE mix design
- 2.18.05 WC ratio 1
- 2.18.06 WC ratio 2
- 2.18.07 WC ratio 3
- 2.18.08 WC ratio 4
- 2.18.09 WC ratio 5
- 2.18.10 WC ratio 6
- 2.18.11 WC ratio 7
- 2.18.12 Strength 1
- 2.18.13 Strength 2
- 2.18.14 Strength 3
- 2.18.15 Factors affecting mix design 1
- 2.18.16 Factors affecting mix design 2
- 2.18.17 Factors affecting mix design 3
- 2.18.18 Factors affecting mix design 4
- 2.18.19 Factors affecting mix design 5
- 2.18.20 Factors affecting mix design 6