Q121. To retard the initial setting time of cement, the compound responsible is
  • Tri-Calcium silicate
  • Gypsum
  • Di-calcium silicate
  • Tri calcium aluminate

Correct Answer: B. Gypsum

Solution:

Gypsum (calcium sulfate dihydrate) is added to cement clinker during the final grinding stage. Its primary function is to act as a retarder. It controls the hydration of Tricalcium Aluminate (C₃A), which would otherwise react almost instantly with water and cause a "flash set," making the cement unworkable. By slowing this reaction, gypsum ensures a manageable initial setting time.

Q122. Quick setting cement is produced by adding .....
  • less amount of gypsum in very fine powdered form
  • more amount of gypsum in very fine powdered form
  • aluminium sulphate in very fine powdered form
  • pozzolana in very fine powdered form

Correct Answer: A. less amount of gypsum in very fine powdered form

Solution:

Quick setting cement is manufactured by reducing the amount of gypsum (the retarder) and grinding the cement clinker to a much finer powder. A small amount of aluminium sulphate can also be added as an accelerator. The combination of less gypsum and higher fineness causes the cement to set much faster than ordinary cement.

Q123. If P is the percentage of water required for normal consistency, water to be added for determination of initial setting time is ..........
  • 0.70 P
  • 0.75 P
  • 0.80 P
  • 0.85 P

Correct Answer: D. 0.85 P

Solution:

According to standard testing procedures (IS 4031 - Part 5), the amount of water required to prepare a cement paste for testing its setting time is based on the normal consistency (P). The standard specifies that the water to be added should be 0.85 times P. This ensures the paste has the correct consistency for the Vicat apparatus needle to penetrate properly.

Q124. Pozzolana cement is used with confidence for construction of .............
  • Dams
  • Massive foundations
  • Abutments
  • All options are correct

Correct Answer: D. All options are correct

Solution:

Portland Pozzolana Cement (PPC) has several advantages that make it suitable for mass concrete works. It has a lower heat of hydration (reducing thermal cracking), improved workability, and enhanced long-term durability and resistance to chemical attack. These properties make it ideal for large structures like dams, massive foundations, and bridge abutments.

Q125. The diameter of the Vicat plunger is 10 mm and its length varies from ...........
  • 20 mm to 30 mm
  • 30 mm to 40 mm
  • 40 mm to 50 mm
  • 50 mm to 60 mm

Correct Answer: C. 40 mm to 50 mm

Solution:

The Vicat apparatus uses a plunger for the normal consistency test. As per standard specifications, this plunger has a fixed diameter of 10 mm and a length that is typically specified to be in the range of 40 mm to 50 mm.

Q126. If 1500g of water is required to have a cement paste 1875 g of normal consistency the percentage of water is..............
  • 20%
  • 25%
  • 30%
  • 35%

Correct Answer: B. 25%

Solution:

The percentage of water for normal consistency is always calculated as a percentage of the weight of dry cement, not the weight of the paste. The formula is:
Percentage of Water = (Weight of Water / Weight of Cement) × 100

A cement paste is the combination of dry cement and water. Therefore:
Weight of Cement = Weight of Paste - Weight of Water
Weight of Cement = 1875 g - 1500 g = 375 g

Now, we can calculate the percentage of water:
Percentage of Water = (1500 g / 375 g) × 100 = 400%

Important Note: The question as stated leads to an impossible 400% water content. It likely contains a typo and should have stated "1500g of cement" and "1875g of paste". Let's solve with this correction:

Corrected Calculation:
Weight of Cement = 1500 g
Weight of Water = 1875 g - 1500 g = 375 g
Percentage of Water = (375 g / 1500 g) × 100 = 25%

Q127. The specific surface expressed in square cm/ gm of a good Portland cement should not be less than.....................
  • 1750
  • 2000
  • 2250
  • 2500

Correct Answer: C. 2250

Solution:

Specific surface area is a measure of the fineness of cement. For a good quality Ordinary Portland Cement (OPC), the specific surface area, as measured by the Blaine's air permeability test, should not be less than 2250 cm²/g. A higher specific surface indicates a finer cement, which generally hydrates faster.

Q128. The development of strength of cement and its fineness are...........
  • Directly proportional
  • Inversely proportional
  • Not related
  • Randomly related

Correct Answer: A. 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 react with water (hydrate) more quickly. This faster hydration leads to a more rapid gain in early strength.

Q129. Flash set of ordinary Portland cement paste is ............
  • Premature hardening
  • Surface hardening only
  • Hardening without development of heat of hydration
  • All the options are correct

Correct Answer: A. Premature hardening

Solution:

Flash set is the rapid, premature hardening of the entire cement paste shortly after mixing with water. It is usually caused by the uncontrolled, instantaneous hydration of C₃A in the absence of a retarder like gypsum. This process generates significant heat and makes the concrete unworkable.

Q130. After casting, an ordinary cement concrete on drying–
  • Expands
  • Mix
  • Shrinks
  • None of these

Correct Answer: C. Shrinks

Solution:

As concrete made with ordinary cement dries, the water that was not consumed in the hydration process evaporates from the pores. This loss of water causes the volume of the concrete to decrease, a phenomenon known as drying shrinkage. This is a natural property of cement concrete.

Q131. Hydration of cement is due to chemical action of water with :
  • Tricalcium silicate and dicalcium silicate
  • Dicalcium silicate and tricalcium aluminate
  • Tricalcium aluminate and tetracalcium alumino ferrite
  • All options are correct

Correct Answer: D. All options are correct

Solution:

Hydration is the chemical reaction between cement particles and water. This process involves all four of the main Bogue compounds: Tricalcium silicate (C₃S), Dicalcium silicate (C₂S), Tricalcium aluminate (C₃A), and Tetracalcium aluminoferrite (C₄AF). Each compound hydrates at a different rate and contributes to the overall properties of the hardened concrete.

Q132. To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a temperature between :
  • 1100⁰ and 1200⁰
  • 1200⁰ and 1300⁰
  • 1300⁰ and 1400⁰
  • 1400⁰ and 1500⁰

Correct Answer: D. 1400⁰ and 1500⁰

Solution:

The manufacturing process of cement involves heating the raw materials in a rotary kiln to a very high temperature. The critical phase is the clinkering zone, where the temperature is maintained between 1400°C and 1500°C. At this point, the materials fuse to form hard, rounded nodules called cement clinker, which is then ground to produce cement powder.

Q133. The compound of Portland cement which reacts immediately with water and also sets first is ......
  • Tri-calcium silicate
  • Tri-calcium aluminate
  • Di-calcium silicate
  • Free lime

Correct Answer: B. Tri-calcium aluminate

Solution:

Tri-calcium aluminate (C₃A) is the most reactive of the Bogue's compounds. It hydrates almost instantaneously upon contact with water, which causes the initial setting of the cement paste. This reaction is so rapid that it must be controlled by adding gypsum during the manufacturing process.

Q134. Curing period is minimum for concrete using_____:
  • Rapid hardening cement
  • Low heat cement
  • Ordinary Portland cement
  • Slag cement

Correct Answer: A. Rapid hardening cement

Solution:

Rapid hardening cement is designed to gain strength much faster than other types of cement. Because it achieves its design strength in a shorter period, the required curing period to ensure proper hydration and durability is also minimized. This allows for earlier removal of formwork and faster construction progress.

Q135. The presence of following chemical which cause efflorescence in cement is:
  • Alumina
  • Calcium oxide
  • Silica
  • Alkalies

Correct Answer: D. Alkalies

Solution:

Efflorescence is the whitish, powdery deposit that can appear on the surface of concrete or masonry. It is caused by soluble salts within the material being transported to the surface by water. The primary culprits for this in cement are alkalies (such as sodium and potassium oxides), which are soluble and can easily migrate with moisture.