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Questions and Answers
What is the primary purpose of using fibre reinforced high strength concrete?
What is the primary purpose of using fibre reinforced high strength concrete?
What is the H/D ratio of the core sample mentioned in the content?
What is the H/D ratio of the core sample mentioned in the content?
How is the equivalent cube strength calculated from the corrected cylindrical strength?
How is the equivalent cube strength calculated from the corrected cylindrical strength?
What indicates a higher ultrasonic pulse velocity in concrete?
What indicates a higher ultrasonic pulse velocity in concrete?
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What correction factor is used when converting cylindrical strength to equivalent cube strength?
What correction factor is used when converting cylindrical strength to equivalent cube strength?
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What does a lower ultrasonic pulse velocity signify about the concrete?
What does a lower ultrasonic pulse velocity signify about the concrete?
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Which of the following is true regarding calibration curves for ultrasonic testing?
Which of the following is true regarding calibration curves for ultrasonic testing?
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What is the target mean strength for the M50 grade concrete mix?
What is the target mean strength for the M50 grade concrete mix?
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What is the minimum water/cement ratio to be considered for durability purposes?
What is the minimum water/cement ratio to be considered for durability purposes?
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What is the effect of capping core samples before testing?
What is the effect of capping core samples before testing?
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How much water content is finalized for the mix design?
How much water content is finalized for the mix design?
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What is the maximum cement content allowed for the M50 concrete mix?
What is the maximum cement content allowed for the M50 concrete mix?
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What is the corrected volume of coarse aggregate per unit volume of total aggregate after modifications?
What is the corrected volume of coarse aggregate per unit volume of total aggregate after modifications?
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What is the specific gravity of coarse aggregate used in the mix design?
What is the specific gravity of coarse aggregate used in the mix design?
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Which method is used for mix calculations in this design?
Which method is used for mix calculations in this design?
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What factor is used to adjust water content for the desired slump increase?
What factor is used to adjust water content for the desired slump increase?
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What is the volume of fine aggregate per unit volume of total aggregate calculated?
What is the volume of fine aggregate per unit volume of total aggregate calculated?
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In what zone is the sand classified as per the specifications?
In what zone is the sand classified as per the specifications?
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What is the weight of cement required per cubic meter if the density of concrete is considered as 2500 kg/cum?
What is the weight of cement required per cubic meter if the density of concrete is considered as 2500 kg/cum?
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What is the purpose of Non Destructive Testing in construction?
What is the purpose of Non Destructive Testing in construction?
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Which method is described as Destructive Testing when evaluating human health?
Which method is described as Destructive Testing when evaluating human health?
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According to IS 516, what are the dimensions of the standard cube for testing Compressive Strength of concrete?
According to IS 516, what are the dimensions of the standard cube for testing Compressive Strength of concrete?
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What is the approximate volume of a slump cone based on the given dimensions?
What is the approximate volume of a slump cone based on the given dimensions?
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What is the actual mass of fine aggregate after considering water absorption?
What is the actual mass of fine aggregate after considering water absorption?
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How much total water is absorbed by coarse and fine aggregates combined?
How much total water is absorbed by coarse and fine aggregates combined?
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What is the corrected actual mass of coarse aggregate after accounting for water absorption?
What is the corrected actual mass of coarse aggregate after accounting for water absorption?
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What is the total weight of materials required to cast a beam of volume 1.8 cum?
What is the total weight of materials required to cast a beam of volume 1.8 cum?
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What is the volume of concrete needed after increasing the initial beam volume by 20%?
What is the volume of concrete needed after increasing the initial beam volume by 20%?
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What is the ratio of the mix proportion for conducting a slump test?
What is the ratio of the mix proportion for conducting a slump test?
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How much water is needed to be added to the concrete mix after adjustments for absorption?
How much water is needed to be added to the concrete mix after adjustments for absorption?
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What is the specific gravity of coarse aggregate used in the mix proportion?
What is the specific gravity of coarse aggregate used in the mix proportion?
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What is the weight of cement required for a volume of concrete of 1.8 cum?
What is the weight of cement required for a volume of concrete of 1.8 cum?
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What total weight of fine aggregate will be needed for the concrete mix at a ratio of 1:1.293:3.024:0.31?
What total weight of fine aggregate will be needed for the concrete mix at a ratio of 1:1.293:3.024:0.31?
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What should be done during the first cycle of testing concrete strength?
What should be done during the first cycle of testing concrete strength?
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What does it indicate when the extensometer reading remains unchanged during subsequent cycles?
What does it indicate when the extensometer reading remains unchanged during subsequent cycles?
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How does high-strength concrete (HSC) affect column size in multi-storeyed buildings?
How does high-strength concrete (HSC) affect column size in multi-storeyed buildings?
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What is a significant drawback of using HSC in multi-storeyed buildings during an earthquake?
What is a significant drawback of using HSC in multi-storeyed buildings during an earthquake?
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What characteristic does normal-strength concrete (NSC) have compared to HSC?
What characteristic does normal-strength concrete (NSC) have compared to HSC?
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In the context of stress and strain, what does 'linear-elastic' refer to?
In the context of stress and strain, what does 'linear-elastic' refer to?
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Which type of concrete is preferred when ductility is critical for safety?
Which type of concrete is preferred when ductility is critical for safety?
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What equation correctly represents stress in terms of load and area?
What equation correctly represents stress in terms of load and area?
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Study Notes
Seismic Zones and Concrete Use
- Use of Fibre Reinforced High Strength Concrete is recommended for areas with high seismic activity.
Core Sample Testing
- Core samples for testing are taken from finished structures like roads and bridges.
- Cylindrical core samples have varying height-to-diameter (H/D) ratios, commonly 1.6.
- Compressive strength of a core sample (22 MPa) is corrected using a factor of 0.95 for actual strength (20.9 MPa).
- Equivalent cube strength is derived from corrected cylindrical strength, calculated as 26.125 MPa.
Ultrasonic Pulse Velocity Test
- Conducted as per IS 516 (Part 5/Sec 1) 2018.
- Measures concrete quality through velocity, indicating homogeneity and density.
- High velocity suggests good quality; low velocity indicates voids, lower density, or cracks.
- Calibration curves must be specific to the aggregate and cement types used.
Concrete Mix Design Process
- Determine the required water/cement ratio based on strength (Abram’s Law) and durability.
- Selection involves ascertaining water and admixture content.
- Cement content is calculated using water/cement ratio and total water content.
- Adjustments are made for the volume of coarse aggregate (CA) per total aggregate (TA).
- Mix calculations utilize the Absolute Volume Method for accuracy.
M50 Grade Concrete Mix Design
- Material choices include 43 Grade Ordinary Portland Cement (IS 269-2015) and 20 mm maximum aggregate size.
- Target mean strength is calculated as 58.25 MPa and derived using statistical factors from IS guidelines.
- Required water/cement ratio established as 0.29 for strength and 0.5 for durability; lower value (0.29) is chosen.
- Water content for a 150 mm slump is set at 198.32 kg/cum after adjustments.
Final Mix Composition
- Cement content fixed at 450 kg/cum; adjusted for water content due to aggregate absorption.
- Total aggregate volume calculated, with proportions for fine aggregate (FA) and coarse aggregate (CA) as 0.318 and 0.682 respectively.
- Actual water to be added post calculations is found to be 141.19 kg/cum after accounting for absorption.
Beam Example for Quantities
- Beam dimensions (500 x 600 x 5000 mm) yield a volume of 1.5 cum, increased to 1.8 cum for wastage.
- Total material requirements from this volume include 810 kg cement, 1047.2 kg FA, and 2449.6 kg CA.
Slump Test for Fresh Concrete
- Slump test determines workability using a concrete ratio of 1:1.293:3.024:0.31.
- Unit weight of concrete estimated between 2400 to 2500 kg/cum for concrete mix calculations.
Testing of Hardened Concrete
- Both destructive and non-destructive testing methods are outlined under IS norms.
- Destructive tests involve evaluating compressive strength based on standard cube or cylinder sizes.
- Strength testing entails cyclical loading and measurement of extensometer readings until internal voids are minimized.
Stress and Strain Concepts
- Discusses linear stress proportional to strain, emphasizing linear-elastic and non-linear responses.
- Normal concrete shows limited strength capacity; hence, high strength concrete (HSC) is preferred for structural applications.
Material Preferences for Construction
- High Strength Concrete (HSC) is chosen for multi-storey buildings to reduce column size, but may compromise ductility.
- Normal Strength Concrete (NSC) maintains adequate ductility despite larger column sizes, offering safety during seismic events.
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Description
Test your knowledge on the use of fibre reinforced high strength concrete in regions of high seismic activity. This quiz covers key concepts from the Concrete Technology course, focusing on mix design and testing methods. Enhance your understanding of structural integrity in earthquake-prone areas.