Q101. Gypsum is added to cement in small quantity to:
  • control final setting time
  • make cement hydrophobic
  • give colour to the cement
  • control initial setting time

Correct Answer: D. control initial setting time

Solution:

Gypsum (Calcium Sulphate) is a crucial ingredient added to cement clinker during the final grinding process. Its primary function is to act as a retarder, controlling the rapid hydration of Tricalcium Aluminate (C₃A). Without gypsum, the cement would set almost instantly upon contact with water (a phenomenon called "flash set"), making it impossible to work with. Therefore, gypsum is added to control the initial setting time.

Q102. The cementing property of cement is mainly due to:
  • Lime
  • Alumina
  • Silica
  • Gypsum

Correct Answer: A. Lime

Solution:

Lime (Calcium Oxide, CaO) is the most important constituent of cement, making up 60-67% of its composition. It is the primary component that provides the binding and strength-giving properties after reacting with silica, alumina, and iron oxide to form the complex compounds (C₃S, C₂S, etc.) that hydrate and harden.

Q103. Gypsum used in cement manufacturing acts as:
  • accelerator
  • air entraining agent
  • plasticizer
  • retarder

Correct Answer: D. retarder

Solution:

Gypsum's main purpose in cement is to act as a retarder. It slows down the hydration of Tricalcium Aluminate (C₃A), which would otherwise cause the cement to set almost instantly (flash set). By retarding this initial reaction, gypsum allows the concrete to remain workable for a sufficient period for mixing, transporting, and placing.

Q104. Air permeability test of cement is conducted to find the ...............
  • Unsoundness
  • Ignition loss
  • Specific gravity
  • Fineness

Correct Answer: D. Fineness

Solution:

The air permeability test, commonly known as the Blaine fineness test, is specifically designed to measure the fineness of cement. It determines the total surface area of the cement particles in a given mass. Fineness is a critical property as it affects the rate of hydration, strength development, and workability.

Q105. The approximate ratio of strength of cement concrete at 3 months to that at 28 days of curing is:
  • 1.15
  • 1.3
  • 1
  • 0.75

Correct Answer: A. 1.15

Solution:

Cement concrete continues to gain strength over time due to the slow hydration of Dicalcium Silicate (C₂S). While the 28-day strength is considered the characteristic strength, the strength at 3 months (90 days) is typically about 10-20% higher. A ratio of 1.15 is a commonly accepted approximation for this increase.

Q106. As per IS specifications, what should be the maximum final setting time for ordinary Portland cement?
  • 30 minutes
  • 10 hours
  • 1 hours
  • 6 hours

Correct Answer: B. 10 hours

Solution:

According to Indian Standard IS 8112, the final setting time for Ordinary Portland Cement should not exceed 600 minutes, which is equivalent to 10 hours. The minimum initial setting time is 30 minutes. This ensures the concrete hardens within a reasonable timeframe.

Q107. The setting and hardening of cement paste is mainly due to the hydration and hydrolysis of:
  • Tri calcium silicate
  • Tetra calcium alumina ferrite
  • Di calcium silicate
  • Tri calcium aluminates

Correct Answer: D. Tri calcium aluminates

Solution:

The initial setting and early hardening of cement paste are primarily driven by the rapid reaction of Tricalcium Aluminate (C₃A) with water. While other compounds like Tricalcium Silicate (C₃S) are responsible for the main strength development, C₃A's immediate hydration and hydrolysis cause the paste to stiffen and set.

Q108. The rapid hardening Portland cement is obtained by.............
  • Grinding the clinker to a high degree of fineness
  • Adding calcium sulphate to the mixture
  • Adding gypsum after grinding
  • Burning the mixture at a lower temperature

Correct Answer: A. Grinding the clinker to a high degree of fineness

Solution:

Rapid hardening cement achieves its properties primarily by being ground much finer than ordinary Portland cement. This high degree of fineness increases the surface area of the cement particles available for hydration, leading to a much faster reaction with water and a quicker development of strength.

Q109. The preliminary test is repeated if the difference in compressive strength of three test specimens, exceeds:
  • 5 kg/cm²
  • 8 kg/cm²
  • 10 kg/cm²
  • 15 kg/cm²

Correct Answer: D. 15 kg/cm²

Solution:

According to standard testing procedures for cement, to ensure the reliability of compressive strength results, a set of three specimens is tested. The test is considered valid if the difference between the highest and lowest strength values is not more than 15 kg/cm². If the variation exceeds this limit, the test results are discarded, and the test is repeated.

Q110. Hardening of cement occurs at ...........
  • a rapid rate during the first few days and afterwards it continues to increase at a decreased rate
  • slow rate during the first few days and afterwards it continues to increase at a rapid rate
  • uniform rate throughout its age
  • None of these

Correct Answer: A. a rapid rate during the first few days and afterwards it continues to increase at a decreased rate

Solution:

The hardening of cement, which corresponds to its strength gain, is most rapid in the early stages. This is due to the quick hydration of C₃A and C₃S. After about 28 days, the rate of strength gain slows down significantly, but it continues at a much-decreased rate for a long time (months or even years) due to the slow hydration of C₂S.

Q111. An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. Sieve No. 9, more than ..........
  • 5%
  • 10%
  • 15%
  • 20%

Correct Answer: B. 10%

Solution:

According to IS 4031 (Part 1), the fineness of Ordinary Portland Cement (OPC) is tested by sieving it through a 90-micron sieve (I.S. Sieve No. 9). For the cement to be of standard quality, the weight of the residue left on the sieve should not be more than 10% of the original weight.

Q112. For the construction of thin R.C.C. structures the type of cement to be avoided is .........
  • ordinary Portland cement
  • rapid hardening cement
  • low heat cement
  • blast furnace slag cement

Correct Answer: D. blast furnace slag cement

Solution:

Blast furnace slag cement has a slower rate of strength gain compared to Ordinary Portland Cement, especially in the initial stages. For thin R.C.C. structures, a faster development of strength is often required to ensure stability and allow for the early removal of formwork. Therefore, a slow-hardening cement like blast furnace slag cement is generally avoided.

Q113. Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement is ..........
  • 30%
  • 40%
  • 50%
  • 60%

Correct Answer: A. 30%

Solution:

For producing Portland Pozzolana Cement (PPC), pozzolanic materials are interground with cement clinker. When using pozzolanas of lower reactivity, such as calcined clay containing up to 80% clay, the percentage added is typically limited to ensure adequate performance. A common proportion in this case is around 30%.

Q114. Rapid hardening cement attains early strength due to .........
  • Larger proportion of lime grounded finer than normal cement
  • lesser proportion of lime grounded coarser than normal cement
  • lesser proportion of lime grounded finer than normal cement
  • larger proportion of lime grounded coarser than normal cement

Correct Answer: A. Larger proportion of lime grounded finer than normal cement

Solution:

Rapid hardening cement's properties come from two main factors: a higher proportion of lime (which forms more C₃S, the compound responsible for early strength) and being ground to a much higher fineness than ordinary cement. This combination accelerates the hydration process, leading to faster strength development.

Q115. The percentage of water for normal consistency is ..........
  • 5% to 15%
  • 10% to 25%
  • 15% to 25%
  • 20% to 30%

Correct Answer: D. 20% to 30%

Solution:

Normal consistency refers to the amount of water, expressed as a percentage of the cement's weight, required to create a standard paste consistency. For most Ordinary Portland Cements, this value typically falls within the range of 20% to 30%. This test is important as the water required for other tests (like setting time) is based on this value.

Q116. Soundness test of cement determines ...........
  • quality of free lime
  • ultimate strength
  • durability
  • initial setting

Correct Answer: A. quality of free lime

Solution:

The soundness test is designed to detect the presence of excess, unburnt free lime (and to a lesser extent, magnesia) in the cement. These unhydrated particles can hydrate slowly after the concrete has set, causing expansion and compromising the structure's integrity. Therefore, the test is a measure of the quality of free lime and the cement's volume stability.

Q117. The compressive strength of 100 mm cube as compared to 150 mm cube is always...............
  • Less
  • More
  • Equal
  • None of these

Correct Answer: B. More

Solution:

This is known as the "size effect" in concrete testing. Smaller specimens tend to show higher compressive strength than larger ones. This is because there is a lower probability of finding a critical flaw or weak point in a smaller volume of material. Therefore, a 100 mm cube will generally yield a higher strength value than a 150 mm cube made from the same concrete mix.

Q118. The minimum percentage of chemical ingredient of cement is that of ..........
  • magnesium oxide
  • Iron oxide
  • alumina
  • lime

Correct Answer: A. magnesium oxide

Solution:

Of the main chemical ingredients in Ordinary Portland Cement, Magnesium Oxide (MgO) is present in the smallest quantity, typically ranging from 1% to 4%. Its content is carefully controlled because an excess can cause unsoundness and unwanted expansion in the long term.

Q119. Which of the following statements are true for an ordinary Portland cement?
I. Residue does not exceed 10% when sieved through IS Sieve No. 9
II. Soundness varies from 5 to 10 mm
III. Initial setting time is not less than 30 minutes
IV. Compressive stress after 7 days, is not less than 175 kg/cm²
  • I and III only
  • I, II and IV only
  • I, III and IV only
  • All are correct

Correct Answer: C. I, III and IV only

Solution:

Let's analyze each statement based on IS specifications for OPC:

  • I: Correct. The residue on a 90-micron sieve must not exceed 10%.
  • II: Incorrect. The soundness limit by Le Chatelier is a maximum of 10 mm, not a typical range of 5-10 mm.
  • III: Correct. The minimum initial setting time is 30 minutes.
  • IV: Correct. This corresponds to the 7-day strength requirement for 33 Grade OPC (17.5 MPa ≈ 178 kg/cm²).
Therefore, statements I, III, and IV are correct specifications.

Q120. The commercial name of white and colored cement in India is ............
  • colocrete
  • rainbow cement
  • silvicrete
  • all options are correct

Correct Answer: D. all options are correct

Solution:

All the given names are popular commercial brand names for white and colored cements in India. Colocrete and Rainbow Cement are known for colored varieties, while Silvicrete is a well-known brand of white cement. Therefore, all options are correct.