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Questions and Answers
What is the minimum slump value required for a concrete to be considered dry-plastic?
What is the minimum slump value required for a concrete to be considered dry-plastic?
Which of the following is NOT a reason for segregation in concrete?
Which of the following is NOT a reason for segregation in concrete?
What is the purpose of the Ve-Be test in concrete?
What is the purpose of the Ve-Be test in concrete?
What is the effect of segregation on the quality of concrete in a structure?
What is the effect of segregation on the quality of concrete in a structure?
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What is the range of slump values for a flowing concrete?
What is the range of slump values for a flowing concrete?
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What is the term for the separation of the components of fresh concrete?
What is the term for the separation of the components of fresh concrete?
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What is the purpose of the slump cone in the slump test?
What is the purpose of the slump cone in the slump test?
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What is the range of Ve-Be time for a very dry concrete?
What is the range of Ve-Be time for a very dry concrete?
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What is the primary objective of obtaining uniformity in concrete?
What is the primary objective of obtaining uniformity in concrete?
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Which of the following tests is NOT used to check the uniformity of concrete?
Which of the following tests is NOT used to check the uniformity of concrete?
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What is the primary purpose of proper curing in concrete?
What is the primary purpose of proper curing in concrete?
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What is the primary consideration for selecting materials in concrete production?
What is the primary consideration for selecting materials in concrete production?
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What is the primary purpose of proper mix-design in concrete?
What is the primary purpose of proper mix-design in concrete?
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What is the primary consideration for selecting transportation methods in concrete production?
What is the primary consideration for selecting transportation methods in concrete production?
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What is the primary purpose of proper consolidation in concrete?
What is the primary purpose of proper consolidation in concrete?
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What is the primary purpose of proper finishing in concrete?
What is the primary purpose of proper finishing in concrete?
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What is the primary reason for the top portion of concrete becoming weak and porous due to bleeding?
What is the primary reason for the top portion of concrete becoming weak and porous due to bleeding?
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How can the rate of hydration be increased to decrease bleeding in concrete?
How can the rate of hydration be increased to decrease bleeding in concrete?
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What is the primary purpose of determining the setting time of concrete?
What is the primary purpose of determining the setting time of concrete?
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What is the unit weight of conventional concrete?
What is the unit weight of conventional concrete?
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What is the primary purpose of determining the unit weight of fresh concrete?
What is the primary purpose of determining the unit weight of fresh concrete?
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At what penetration strength (PS) does the initial setting time of concrete occur?
At what penetration strength (PS) does the initial setting time of concrete occur?
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What is the primary effect of bleeding on the top portion of concrete?
What is the primary effect of bleeding on the top portion of concrete?
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What is the final setting time of concrete determined by?
What is the final setting time of concrete determined by?
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Study Notes
Uniformity
- Uniformity refers to the similarity of quality of concrete samples from the same batch (within batch uniformity) or different batches (batch-to-batch uniformity)
- It can be checked by slump test, air content test, unit weight test, and compressive strength test
Obtaining Good Concrete
- Desired properties of hardened concrete can be obtained by:
- Proper mix-design
- Proper production of concrete
- Proper transportation of fresh concrete
- Proper placing of fresh concrete
- Proper consolidation of fresh concrete
- Proper finishing of fresh concrete
- Proper curing
Proper Mix-Design
- Materials must satisfy their standard specifications
- Materials must be selected considering job-site conditions
- Proportions of materials must be calculated considering desired performance (workability, strength, and durability)
Proper Production
- Proper storage of materials
- Proper weighing of materials
- Proper mixing
Proper Transportation
- Selection of transportation methods considering:
- Structure and concrete type
- Job-site conditions (geography, temperature, etc.)
- Distance of transportation
- Cost
Proper Placing
- Selection of placing methods considering workability
- High consistency is necessary for workability
- Low consistency is necessary for workability
Consistency
- Most widely used test methods:
- Slump test (conventional concrete)
- Ve-Be test (for low consistency)
- Slump flow test (for high consistency)
- Slump test:
- Fill the slump cone in 3 layers
- Every layer is evenly rodded 25 times
- The cone is removed vertically
- Slump value: the vertical distance between the top of the mold and the displaced original center of the top surface of the specimen
- Ve-Be test:
- Fill the slump cone as described previously
- Remove cone and place the plastic disk on the concrete
- Start the vibrator and stop-watch simultaneously
- Stop the watch when the bottom of the disk is covered with paste
- The time is called Ve-Be time
- Consistency comparison:
- Slump (cm) vs Ve-Be time
Segregation
- Segregation refers to a separation of the components of fresh concrete, resulting in a non-uniform mix
- Causes of segregation:
- Differences in specific gravity and size of constituents of concrete
- Improper mixing, improper placing, and improper consolidation
- Large Dmax (>25mm) and high amount of large particles
- Low amount of fine particles
- Very low or very high amount of water
Bleeding
- Bleeding is a form of segregation in which some of the water in the mix tends to rise to the surface of freshly placed concrete
- Undesirable effects of bleeding:
- The top portion becomes weak and porous
- Water rising to the surface carries fine particles of cement, weakening the top portion and forming laitance
- Water may accumulate under the coarse aggregate and reinforcement
- Bleeding can be decreased by:
- Increasing the fineness of cement
- Increasing the rate of hydration (C3S, C3A)
- Adding pozzolans
- Reducing water content
Setting Time
- Setting time is the duration starting from the mixing of the materials until the moment that the concrete gains rigidity
- Importance of setting time:
- Fresh concrete has to be placed and consolidated before setting time
- Test method:
- Sieve the concrete through No.4 sieve
- Penetrate the needle to the mortar by 2.5 cm and determine the necessary force
- Calculate the penetration strength (PS) by dividing the force to the needle area
- Draw a PS vs. time curve
- Setting time:
- Initial setting time occurs when PS=35 kgf/cm2 (3.5 MPa)
- Final setting time occurs when PS=280 kgf/cm2 (28 MPa)
Unit Weight
- Unit weight is the weight of fresh concrete per unit volume
- The unit weight of conventional concrete is around 2400 kg/m3
- It is generally used to check the uniformity of fresh concrete
- Test method:
- Fill a container with concrete
- Determine the weight of the concrete
- Weight of concrete divided by the volume of the container is the unit weight
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Description
This quiz covers the concept of uniformity in concrete, including within batch and batch-to-batch uniformity, and the importance of proper operations for obtaining desired concrete properties.