Q21. Identify the correct pair(s) from the following based on the types of cement and their respective IS specifications.
1. Initial setting time of ordinary Portland cement: Not more than 30 minutes
2. Initial setting time of sulphate resistant Portland cement: Not less than 45 minutes
3. Final setting time of sulphate resistant Portland cement: Not more than 600 minutes
  • Only 2
  • Only 1 and 3
  • Only 2 and 3
  • Only 3

Correct Answer: D. Only 3

Solution:

Let's check the IS specifications for setting times:

  • 1. Initial setting time of OPC: According to IS specifications, the initial setting time for Ordinary Portland Cement should be not less than 30 minutes. The statement says "not more than", which is incorrect.
  • 2. Initial setting time of sulphate resistant cement: The initial setting time for this cement is also specified as not less than 30 minutes, not 45 minutes. So, this statement is incorrect.
  • 3. Final setting time of sulphate resistant Portland cement: The final setting time for most types of Portland cement, including sulphate resistant and OPC, is specified as not more than 600 minutes (10 hours). This statement is correct.

Therefore, only the third statement is correct.

Q22. Which of the given statements with respect to the manufacture of ordinary Portland cement is correct?
i. Use of gypsum in making cement avoids flash set of cement.
ii. The manufacture of cement by the wet process requires less fuel when compared to that required by the dry process.
iii. When the temperature in a rotary kiln reaches 750°C, clinker formation takes place.
  • i, ii and iii
  • Only i and ii
  • Only i
  • Only ii and iii

Correct Answer: C. Only i

Solution:

Let's analyze each statement:

  • (i) is correct: Gypsum is added to cement clinker during grinding to control the setting time. It slows down the rapid hydration of C₃A, thus preventing a "flash set".
  • (ii) is incorrect: The dry process is more fuel-efficient than the wet process because it doesn't require energy to evaporate the large amount of water present in the slurry.
  • (iii) is incorrect: Clinker formation (sintering) occurs at a much higher temperature, typically between 1400°C and 1500°C. At 750°C, the process of calcination is still occurring.

Therefore, only the first statement is correct.

Q23. Which of the following physical inspection test apparatus is used for determining the Cement Initial and final setting times?
  • Blain apparatus
  • Le-Chatelier apparatus
  • Vicat apparatus
  • Flow cone apparatus

Correct Answer: C. Vicat apparatus

Solution:

The Vicat apparatus is the standard equipment used to determine both the initial and final setting times of cement by measuring the penetration of a needle into a cement paste of standard consistency.

Q24. Which of the following oxides is present in highest proportion in Ordinary Portland cement?
  • Na₂O
  • MgO
  • SiO₂
  • CaO

Correct Answer: D. CaO

Solution:

The main constituent of Ordinary Portland Cement is Lime (Calcium Oxide, CaO), which typically makes up 60-67% of the total composition. Silica (SiO₂) is the second most abundant, usually around 17-25%.

Q25. Use of Finer cement particles leads to
  • Increased surface area for hydration
  • Reduced surface area for hydration
  • Inconsistent cement slurry
  • Less cement strength

Correct Answer: A. Increased surface area for hydration

Solution:

Finer cement particles have a higher specific surface area. This provides a larger area for the chemical reaction with water (hydration) to occur, which leads to a faster rate of strength gain and heat development.

Q26. Compressive strength development due to cement and its fineness are in which relation with each other?
  • Insignificant
  • Inversely proportional
  • Directly proportional
  • Partially connected

Correct Answer: C. Directly proportional

Solution:

The fineness of cement is directly proportional to the rate of strength development. Finer cement particles have a larger surface area, which allows them to hydrate more quickly. This faster hydration leads to a more rapid gain in compressive strength, especially in the early stages.

Q27. Which of the following ingredients is found in high content in rapid hardening cement which results in shortening the final setting time?
  • Lime
  • Silica
  • Sulphates
  • Alumina

Correct Answer: A. Lime

Solution:

Rapid hardening cement achieves its properties through finer grinding and a higher proportion of Tricalcium Silicate (C₃S). Since C₃S is formed from a higher concentration of Lime (CaO) in the raw mix, lime is the correct answer. This higher C₃S content is what primarily drives the rapid strength gain.

Q28. Which bogue compound is minimised to limit the hydration heat in low heat Portland cement for mass concreting projects?
  • Tricalcium silicate
  • Tricalcium aluminate
  • Tetracalcium alumino ferrite
  • Dicalcium silicate

Correct Answer: B. Tricalcium aluminate

Solution:

For mass concrete projects like dams, it's crucial to minimize the heat of hydration to prevent thermal cracking. Tricalcium aluminate (C₃A) has the highest heat of hydration among the Bogue compounds. Therefore, in low-heat cement, the percentage of C₃A is deliberately kept low.

Q29. The initial and final setting time durations for ordinary Portland cement, respectively, are:
  • 15 minutes and 30 minutes
  • 1 hour and 3 hours
  • 2 hours and 24 hours
  • 30 minutes and 10 hours

Correct Answer: D. 30 minutes and 10 hours

Solution:

According to Indian Standards for Ordinary Portland Cement (OPC), the initial setting time should not be less than 30 minutes, and the final setting time should not be more than 600 minutes (10 hours).

Q30. Which of the following bogue compounds in OPC responsible for progressive strength by slow hardening and releasing less heat of hydration?
  • Dicalcium silicate
  • tetracalcium alumino ferrite
  • Tricalcium silicate
  • Tricalcium aluminate

Correct Answer: A. Dicalcium silicate

Solution:

Dicalcium silicate (C₂S) is responsible for the long-term or progressive strength gain in cement. It hydrates and hardens slowly, releasing a small amount of heat over a long period. This slow reaction contributes to the strength of the concrete at later stages (after 7 days).

Q31. Which of the following tests is NOT used for testing fineness of cement?
  • Wagner Turbidimeter method
  • Density bottle method
  • Air permeability method
  • Sieve method

Correct Answer: B. Density bottle method

Solution:

The fineness of cement is tested using the Sieve method, the Air permeability method (Blaine's apparatus), and the Wagner Turbidimeter method. The Density bottle method is used to determine the specific gravity of cement, not its fineness.

Q32. The diameter of a cylinder in the Le-Chatelier apparatus for conducting the soundness test of cement is :
  • 40 mm
  • 22 mm
  • 35 mm
  • 30 mm

Correct Answer: D. 30 mm

Solution:

The Le-Chatelier apparatus consists of a small split brass cylinder. According to standard specifications, this cylinder has an internal diameter of 30 mm and a height of 30 mm. It is used to measure the soundness of cement, which indicates its resistance to volume change after setting.

Q33. Identify the component content which has to be reduced at the time of clinker grinding in the preparation of Quick Setting Cement :
  • Alumina
  • Gypsum
  • Magnesium
  • Sulphate

Correct Answer: B. Gypsum

Solution:

Gypsum is added to cement to act as a retarder, slowing down the initial setting time. To produce Quick Setting Cement, the amount of gypsum added during the clinker grinding process is significantly reduced. This allows the cement to set much faster than ordinary cement.

Q34. Which constituent in cement is to be kept minimum to avoid a sulphate attack?
  • C₂S
  • C₃S
  • C₃A
  • C₄AF

Correct Answer: C. C₃A

Solution:

Tricalcium aluminate (C₃A) is the Bogue compound most susceptible to sulphate attack. When sulphates react with C₃A, they form expansive products that cause cracking and deterioration of the concrete. Therefore, in sulphate-resisting cement, the percentage of C₃A is kept to a minimum (typically below 5%).

Q35. What is the approximate composition of silicon dioxide (SiO₂) present in ordinary Portland cement?
  • 60-67%
  • 17-25%
  • 40-50%
  • 3-8%

Correct Answer: B. 17-25%

Solution:

In Ordinary Portland Cement, the main chemical constituents have typical percentage ranges. Silicon dioxide (Silica, SiO₂) is the second most abundant component after lime, and its approximate composition is between 17% and 25%.

Q36. The basis for classification of ordinary Portland cement (OPC) as grade 33, 43 and 53 as per IS 10262 is :
  • 28 day compressive strength
  • fineness value and setting time
  • soundness value
  • setting time

Correct Answer: A. 28 day compressive strength

Solution:

The grade of Ordinary Portland Cement (e.g., 33, 43, 53) directly corresponds to its minimum compressive strength achieved after 28 days of curing, measured in N/mm² (or MPa). For example, 53 Grade OPC should have a minimum 28-day compressive strength of 53 N/mm².

Q37. Which of the following compounds of cement is responsible for early strength ?
  • C₄AF
  • C₃S
  • C₃A
  • C₂S

Correct Answer: B. C₃S

Solution:

Tricalcium Silicate (C₃S) is the primary compound responsible for the early strength of cement, particularly within the first 7 days. It hydrates quickly and contributes significantly to the initial hardening of the concrete.

Q38. What is the approximate depth of penetration of the plunger in Vicat Apparatus (IS : 5513 – 1976) from the bottom of the Vicat Mould, when the cement paste is tested for standard consistency, according to IS 4031-1988 ?
  • 11 to 15 mm
  • 8 to 10 mm
  • 15 to 17 mm
  • 5 to 7 mm

Correct Answer: D. 5 to 7 mm

Solution:

For a cement paste to be of standard consistency, the Vicat plunger (10 mm diameter) should penetrate to a point 5 to 7 mm from the bottom of the Vicat mould. This corresponds to a penetration depth of 33 to 35 mm from the top surface of the paste.