Building Materials: Concrete Mastery Guide
Concrete is the backbone of modern civil engineering. For exams like SSC JE, RRB JE, and OSSC, understanding the chemistry and mechanics of concrete is non-negotiable. Letβs dive into the core concepts.
πΉ 1. Concept Explanation (Exam-Focused)
1. Ingredients
Concrete is a composite material consisting of:
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Binding Material: Usually Cement.
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Fine Aggregate (F.A): Sand (fills voids between coarse aggregates).
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Coarse Aggregate (C.A): Gravel or crushed stone (provides bulk and strength).
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Water: Initiates hydration.
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Admixtures: Chemicals added to modify properties.
2. Properties of Fresh & Hardened Concrete
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Workability: The ease with which concrete can be mixed, placed, and compacted. Measured by Slump Test, Compacting Factor, or Vee-Bee Consistometer.
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Segregation: Separation of coarse aggregate from the matrix.
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Bleeding: Appearance of water on the surface after compaction.
3. Strength of Concrete
The strength depends heavily on the Water-Cement (w/c) ratio.
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Compressive Strength: Tested on 150 mmΒ cubes at 28 days.
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Tensile Strength: Concrete is weak in tension (approx. 10% of compressive strength).
4. Curing
Curing maintains moisture and temperature for continued hydration. Without proper curing, the βInterfacial Transition Zoneβ weakens, leading to cracks.
5. Admixtures
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Accelerators: Speed up setting (e.g., Calcium Chloride). Use for cold weather.
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Retarders: Slow down setting (e.g., Gypsum, Sugar). Use for hot weather.
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Plasticizers: Increase workability without adding extra water.
πΉ 2. Important Formulas
For the Junior Engineer Civil Preparation, these formulas are frequently tested in numerical form:
1. Target Mean Strength ($f_{tm}$):
Used in mix design to ensure the characteristic strength is met.
Where:
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$f_{ck} = \text{Characteristic compressive strength (N/mm}^2\text{)}$
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$\sigma = \text{Standard deviation}$
2. Modulus of Elasticity ($E_c$):
Short-term static modulus as per IS 456:2000.
3. Flexural Strength (Modulus of Rupture β $f_{cr}$):
Determines when the first crack appears in tension.
4. Modular Ratio ($m$):
Used in working stress method.
πΉ 3. Short Notes / One-Liners (Revision Kit)
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Trick for Slump: Remember βL-M-Hβ (Low-Medium-High) $\rightarrow$ 25-50mm (Mass concrete), 50-100mm (Normal RCC), 100-150mm (Pumped concrete).
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Water Quality: Water used for mixing should have a pH value not less than 6.0.
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Bulking of Sand: Occurs due to surface tension; max at 4-5% moisture content.
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Vee-Bee Test: Ideal for very dry concrete (Low workability).
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Abramβs Law: Strength of concrete is inversely proportional to the w/c ratio.
πΉ 4. Solved Examples
Example 1: Find the characteristic flexural strength of M25 grade concrete.
Solution:
Grade = M25, so $f_{ck} = 25\text{ N/mm}^2$.
Using formula: $f_{cr} = 0.7\sqrt{25}$
$f_{cr} = 0.7 \times 5 = 3.5\text{ N/mm}^2$.
Example 2: Calculate the Modulus of Elasticity for M30 concrete.
Solution:
$E_c = 5000\sqrt{30} \approx 5000 \times 5.477$
$E_c = 27,386\text{ N/mm}^2\text{ (or MPa)}$.
πΉ 5. MCQs (Exam Level β 30 Questions)
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The process of separation of water from fresh concrete is called:
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A) Segregation
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B) Bleeding
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C) Creep
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D) Hydration
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Correct Answer: B | Exp: Bleeding is a form of segregation where water reaches the surface.
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According to IS 456, the striping time for props to slabs (spanning up to 4.5m) is:
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A) 7 days
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B) 14 days
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C) 3 days
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D) 21 days
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Correct Answer: A | Exp: 7 days for up to 4.5m, 14 days for over 4.5m.
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Which admixture is used for underwater concreting?
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A) Retarders
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B) Accelerators
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C) Cellulose ethers
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D) Calcium Chloride
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Correct Answer: C | Exp: These act as βAnti-washoutβ admixtures.
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The slump recommended for mass concrete is:
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A) 25-50 mm
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B) 50-100 mm
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C) 100-150 mm
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D) 0-25 mm
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Correct Answer: A | Exp: Low workability is sufficient for mass concrete with vibration.
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In the absence of a test, the value of the creep coefficient for concrete at 28 days is:
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A) 2.2
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B) 1.6
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C) 1.1
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D) 7.0
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Correct Answer: B | Exp: 7 days (2.2), 28 days (1.6), 1 year (1.1).
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The characteristic strength of concrete is defined as that strength below which not more than ___ % of test results are expected to fall.
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A) 10%
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B) 5%
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C) 15%
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D) 20%
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Correct Answer: B | Exp: Based on the normal distribution curve.
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Vee-Bee time for βLowβ workability is:
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A) 20-30 sec
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B) 10-20 sec
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C) 5-10 sec
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D) 0-5 sec
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Correct Answer: C | Exp: Higher time means lower workability.
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Addition of sugar in concrete acts as a:
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A) Accelerator
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B) Retarder
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C) Air-entraining agent
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D) Plasticizer
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Correct Answer: B | Exp: Sugar delays the setting time.
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The strength of concrete after 1 year as compared to 28 days strength is:
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A) Less
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B) More
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C) Same
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D) Zero
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Correct Answer: B | Exp: Concrete gains strength indefinitely due to continued hydration.
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Compaction factor test is more accurate than Slump test for:
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A) High workability
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B) Medium workability
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C) Low workability
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D) Very high workability
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Correct Answer: C | Exp: Slump test is insensitive for very dry mixes.
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Concrete is unsuitable for use in environments with pH below:
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A) 4
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B) 7
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C) 9
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D) 12
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Correct Answer: A | Exp: Acidic environments attack the alkaline paste.
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The maximum size of coarse aggregate for RCC work is generally:
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A) 10 mm
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B) 20 mm
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C) 40 mm
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D) 80 mm
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Correct Answer: B | Exp: 20mm is the standard for most RCC structures.
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Workability of concrete is directly proportional to:
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A) Grading of aggregate
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B) Time of transit
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C) Aggregate-cement ratio
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D) Surface area of aggregate
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Correct Answer: A | Exp: Well-graded aggregates require less paste for lubrication.
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Poissonβs ratio for concrete lies between:
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A) 0.1 to 0.2
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B) 0.2 to 0.3
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C) 0.3 to 0.4
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D) 0.05 to 0.1
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Correct Answer: A | Exp: Standard value used is 0.15 for design.
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The test used to find the tensile strength of concrete is:
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A) Vicatβs Test
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B) Split Cylinder Test
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C) Slump Test
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D) Le-Chatelier Test
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Correct Answer: B | Exp: Also called the Brazilian test.
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Bulking of sand is maximum when moisture content is:
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A) 0%
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B) 4-5%
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C) 10%
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D) 15%
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Correct Answer: B | Exp: Surface tension creates a film around grains.
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Which of the following is an example of an air-entraining agent?
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A) Vinsol resin
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B) Gypsum
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C) Calcium chloride
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D) Fly ash
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Correct Answer: A | Exp: Used to improve freeze-thaw resistance.
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The compaction of concrete by a vibrator helps in:
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A) Increasing workability
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B) Removing air voids
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C) Decreasing strength
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D) Increasing bleeding
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Correct Answer: B | Exp: Vibration densifies the concrete.
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If the w/c ratio increases, the strength of concrete:
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A) Increases
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B) Decreases
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C) Remains constant
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D) Fluctuates
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Correct Answer: B | Exp: More water creates more capillary pores.
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Shrinkage in concrete is mainly due to the loss of:
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A) Aggregate
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B) Cement
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C) Water
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D) Air
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Correct Answer: C | Exp: Evaporation leads to volume reduction.
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Non-destructive testing (NDT) includes:
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A) Compression test
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B) Rebound hammer test
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C) Split tension test
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D) Flexure test
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Correct Answer: B | Exp: Measures surface hardness without breaking concrete.
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The minimum grade of concrete for Sea-water exposure (Reinforced) is:
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A) M20
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B) M25
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C) M30
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D) M40
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Correct Answer: C | Exp: Per IS 456 for βSevereβ exposure.
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Curing period for concrete using OPC under normal conditions is:
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A) 3 days
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B) 7 days
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C) 14 days
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D) 28 days
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Correct Answer: B | Exp: 10 days for hot/dry weather.
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Which grade of concrete is used for high-rise buildings?
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A) M10
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B) M15
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C) M20
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D) M60
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Correct Answer: D | Exp: High strength is required for lower columns.
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The fineness modulus of fine sand is:
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A) 2.2 to 2.6
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B) 2.6 to 2.9
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C) 2.9 to 3.2
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D) Above 3.2
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Correct Answer: A | Exp: 2.2-2.6 (Fine), 2.6-2.9 (Medium), 2.9-3.2 (Coarse).
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Permissible limit of organic solids in water for concrete is:
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A) 200 mg/l
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B) 3000 mg/l
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C) 400 mg/l
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D) 2000 mg/l
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Correct Answer: A | Exp: As per IS 456 guidelines.
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Le-Chatelier apparatus is used to test:
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A) Consistency
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B) Soundness
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C) Fineness
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D) Strength
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Correct Answer: B | Exp: Specifically for expansion due to lime.
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In mix design, the volume of coarse aggregate is taken based on:
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A) Zone of sand
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B) Grade of cement
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C) Type of admixture
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D) Curing method
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Correct Answer: A | Exp: Grading zones determine the void filling capacity.
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Which component gives the initial strength to concrete?
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A) $C_2S$
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B) $C_3S$
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C) $C_3A$
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D) $C_4AF$
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Correct Answer: B | Exp: Tricalcium Silicate is responsible for early strength.
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Workability of concrete can be improved by adding:
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A) Iron filings
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B) Flaky aggregates
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C) Rounded aggregates
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D) Angular aggregates
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Correct Answer: C | Exp: Rounded shapes have minimum surface area and friction.
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