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Question 1
ప్రశ్న 1
Which combination correctly matches the cement property with the applicable current IS 4031 test part?
Explanation:
IS 4031 is divided into separate parts covering different physical properties of hydraulic cement. Part 3 specifies determination of soundness. Part 6 specifies compressive-strength testing of hydraulic cement other than masonry cement using standardized mortar specimens. Part 11 specifies determination of cement density. Therefore Option A gives the correct current test-method mapping.
వివరణ:
Question 2
ప్రశ్న 2
What does soundness of cement primarily describe?
Explanation:
Soundness concerns the dimensional stability of cement after it has set. An unsound cement can undergo delayed expansion because some constituents hydrate or react too late. Such expansion can produce cracking, distortion or disintegration in mortar or concrete. Soundness is therefore fundamentally different from initial or final setting time. Hence Option A correctly defines the property.
వివరణ:
Question 3
ప్రశ్న 3
Which constituents are most commonly associated with harmful delayed expansion and unsoundness of Portland cement when present in excessive reactive form?
Explanation:
Excess free calcium oxide can hydrate after the cement paste has become relatively rigid and cause expansion. Free or unsuitable magnesia can also hydrate slowly and produce delayed expansive effects. These reactions may create internal stresses that damage hardened mortar or concrete. Soundness testing is intended to reveal susceptibility to such harmful volume instability. Therefore Option A is correct.
వివరణ:
Question 4
ప్రశ్న 4
What is the basic measurement obtained in the Le Chatelier soundness test?
Explanation:
The Le Chatelier apparatus consists essentially of a split mould fitted with indicator arms. A cement paste specimen is subjected to the prescribed water-conditioning and heating procedure. The distance between the indicator points is measured before and after the relevant boiling stage. The difference between these measurements represents the expansion of the cement in the test. Therefore Option A correctly identifies the measured quantity.
వివరణ:
Question 5
ప్రశ్న 5
In a Le Chatelier soundness test, the distance between the indicator points is 14.0 mm after the initial water-conditioning stage and 20.0 mm after boiling and cooling. What is the measured expansion?
Explanation:
Le Chatelier expansion is the increase in distance between the indicator tips. The initial measured distance is 14.0 mm and the final distance is 20.0 mm. The expansion is therefore 20.0 minus 14.0, which equals 6.0 mm. The absolute indicator distances themselves are not reported as the expansion. Hence Option B is correct.
వివరణ:
Question 6
ప్రశ్న 6
An ordinary OPC sample shows a Le Chatelier expansion of 11 mm. If the applicable maximum under IS 269 is 10 mm, what is the correct interpretation?
Explanation:
The stated maximum Le Chatelier expansion for ordinary OPC is 10 mm. A measured expansion of 11 mm exceeds this specified value. High compressive strength cannot compensate for failure of an applicable soundness requirement. Cement conformity requires the relevant physical requirements to be satisfied together. Therefore Option B is correct.
వివరణ:
Question 7
ప్రశ్న 7
What is the principal purpose of the autoclave soundness test of cement?
Explanation:
The autoclave method is an accelerated soundness test. Elevated temperature and pressure promote expansive reactions that might otherwise take much longer to become evident. The method is particularly useful for detecting susceptibility to delayed expansion associated with unstable cement constituents. It is separate from setting-time, fineness and concrete workability tests. Therefore Option A correctly states the test principle.
వివరణ:
Question 8
ప్రశ్న 8
Which statement most appropriately compares the Le Chatelier and autoclave soundness methods?
Explanation:
Both methods are used in evaluating the soundness or dimensional stability of hydraulic cement. The Le Chatelier method determines expansion of a confined cement paste specimen after prescribed water and boiling treatment. The autoclave method subjects the cement specimen to more severe accelerated temperature and pressure conditions. It is particularly useful for revealing slower expansive tendencies that may not be adequately represented by the simpler Le Chatelier procedure. Therefore Option A is the technically appropriate comparison.
వివరణ:
Question 9
ప్రశ్న 9
The standard consistency of a cement is P = 30 percent. For a Le Chatelier soundness test using 100 g of cement, the paste is prepared with 0.78P water. How much water is required?
Explanation:
The soundness-test paste uses 0.78 times the water required for standard consistency. For P equal to 30 percent, 0.78P equals 23.4 percent. For 100 g of cement, 23.4 percent corresponds directly to 23.4 g of water. This quantity is specific to the prescribed soundness-test paste preparation. Therefore Option B is correct.
వివరణ:
Question 10
ప్రశ్న 10
Which statement correctly describes the compressive-strength test of cement under IS 4031 (Part 6)?
Explanation:
The standardized cement-strength test is performed on mortar rather than on ordinary structural concrete. Cement is combined with specified standard sand and water under controlled proportions and conditions. The resulting mortar is cast into standard cubes and tested in compression at specified ages. This procedure isolates cement performance more consistently than a concrete test involving variable coarse and fine aggregates. Therefore Option A is correct.
వివరణ:
Question 11
ప్రశ్న 11
What is the cement-to-standard-sand mass ratio used in the IS 4031 (Part 6) compressive-strength test for hydraulic cement other than masonry cement?
Explanation:
The standard mortar used for the cement compressive-strength test contains one part cement and three parts standard sand by mass. For an individual cube preparation, a commonly specified quantity is 200 g cement with 600 g standard sand. Standardized proportions reduce variability between laboratories and cement samples. The test is therefore not based on an arbitrary mortar mix selected by the operator. Hence Option C is correct.
వివరణ:
Question 12
ప్రశ్న 12
For one standard cement-strength cube, 200 g cement and 600 g standard sand are used. If the cement has standard consistency P = 30 percent, how much water is required using the IS 4031 (Part 6) expression (P/4 + 3)% of the combined mass of cement and sand?
Explanation:
The combined mass of cement and standard sand is 200 plus 600, which equals 800 g. For P equal to 30, P divided by 4 equals 7.5. Adding 3 gives a required water percentage of 10.5 percent of the combined mass. Ten point five percent of 800 g is 84 g. Therefore Option C is correct.
వివరణ:
Question 13
ప్రశ్న 13
What is the nominal size of the cube mould used in the IS 4031 (Part 6) cement compressive-strength test?
Explanation:
The standardized cement mortar cube has a nominal side dimension of approximately 70.6 mm. This gives a loaded face area of approximately 50 cm². The size is much smaller than the 150 mm concrete cubes commonly used for structural concrete compressive-strength testing. Maintaining the prescribed specimen size is necessary for comparable cement test results. Therefore Option B is correct.
వివరణ:
Question 14
ప్రశ్న 14
A standard 70.6 mm cement-mortar cube fails under a compressive load of 215 kN. Using a loaded area of approximately 70.6 × 70.6 mm², what is the approximate compressive strength?
Explanation:
The loaded area is approximately 70.6 multiplied by 70.6, which equals about 4,984 mm². The failure load of 215 kN is equal to 215,000 N. Dividing load by area gives approximately 43.1 N/mm². One N/mm² is numerically equal to one MPa. Therefore the compressive strength is approximately 43.1 MPa and Option C is correct.
వివరణ:
Question 15
ప్రశ్న 15
Three standard mortar cubes tested at the same age give compressive strengths of 42.6 MPa, 43.2 MPa and 44.1 MPa. What is their average compressive strength?
Explanation:
The three measured strengths are added before dividing by the number of specimens. Their sum is 42.6 plus 43.2 plus 44.1, which equals 129.9 MPa. Dividing by three gives an average of 43.3 MPa. Cement specifications generally use the average strength of the prescribed group of mortar specimens for conformity assessment. Therefore Option C is correct.
వివరణ:
Question 16
ప్రశ్న 16
Why should the compressive strength obtained from a standard cement mortar cube not be treated as the characteristic compressive strength of concrete made using that cement?
Explanation:
The cement strength test is a standardized quality-control test intended to compare the performance of cement under controlled conditions. Structural concrete contains coarse aggregate and may use very different water-cement ratios, cement contents and admixtures. Workmanship, compaction and curing further influence the resulting concrete strength. Consequently an OPC grade or mortar-cube strength cannot be equated directly with a concrete characteristic-strength grade. Therefore Option A is correct.
వివరణ:
Question 17
ప్రశ్న 17
Why must curing conditions be carefully controlled for cement mortar specimens used in compressive-strength testing?
Explanation:
Cement develops strength through hydration reactions that require adequate moisture. Temperature also affects the rate at which these reactions proceed. If specimens from different cement samples are cured under different conditions, measured strengths could reflect the curing variation rather than the cement quality. Standardized curing therefore improves repeatability and comparability of test results. Hence Option A is correct.
వివరణ:
Question 18
ప్రశ్న 18
Why is standard sand used instead of locally available natural sand in the standardized cement compressive-strength test?
Explanation:
Natural sands can differ substantially in particle grading, shape, mineralogy and surface condition. Such variability would introduce an uncontrolled influence into a test intended to assess cement strength. Standard sand provides a specified and reproducible aggregate component for laboratory mortar. This improves the consistency of results obtained between different batches and laboratories. Therefore Option A correctly explains its purpose.
వివరణ:
Question 19
ప్రశ్న 19
What is the principal purpose of mechanical vibration during moulding of standard cement-mortar cubes?
Explanation:
Entrapped voids can substantially reduce the measured strength of a mortar specimen. Standardized vibration helps consolidate the fresh mortar uniformly within the cube mould. Reproducible compaction also limits variation caused by differences in manual workmanship. Vibration does not replace curing or alter the cement grade chemically. Therefore Option A is correct.
వివరణ:
Question 20
ప్రశ్న 20
Under IS 4031 (Part 11), determination of cement density is based principally on:
Explanation:
Cement density relates the mass of cement solids to the volume occupied by those solids. Because cement reacts with water, a suitable non-reactive liquid is used for displacement measurement. A calibrated density flask permits the volume corresponding to a known cement mass to be determined. The result is useful in absolute-volume calculations for mortar and concrete proportioning. Therefore Option A correctly states the principle.
వివరణ:
Question 21
ప్రశ్న 21
A cement sample has a mass of 64.0 g and produces a net liquid displacement of 20.4 cm³ in a density test. What is its approximate density?
Explanation:
Density is calculated as mass divided by the volume occupied by the material. The mass is 64.0 g and the displaced volume is 20.4 cm³. Dividing 64.0 by 20.4 gives approximately 3.14 g/cm³. This corresponds to approximately 3,140 kg/m³ when expressed in SI density units. Therefore Option B is correct.
వివరణ:
Question 22
ప్రశ్న 22
If the density of a cement is 3150 kg/m³ and the reference density of water is taken as 1000 kg/m³, what is its approximate specific gravity?
Explanation:
Specific gravity is the ratio of the density of the material to the density of the reference liquid, normally water. The ratio is therefore 3150 divided by 1000. This gives a dimensionless value of 3.15. Density itself has units, whereas specific gravity is a ratio and has no units. Hence Option C is correct.
వివరణ:
Question 23
ప్రశ్న 23
Which statement correctly distinguishes cement density from the bulk density of loose cement powder?
Explanation:
The density determined for cement concerns the mass per unit volume of the cement material itself under the prescribed displacement method. Loose cement powder contains substantial spaces between individual particles. Bulk density therefore depends on packing condition as well as the material itself. It is consequently much lower than the true material density and should not be substituted for it in absolute-volume calculations. Therefore Option A is correct.
వివరణ:
Question 24
ప్రశ్న 24
Match the physical property with the relevant IS 4031 test part:
1. Drying shrinkage
2. Density
3. Air content of hydraulic cement mortar
4. False set
P. Part 14
Q. Part 10
R. Part 12
S. Part 11
1. Drying shrinkage
2. Density
3. Air content of hydraulic cement mortar
4. False set
P. Part 14
Q. Part 10
R. Part 12
S. Part 11
Explanation:
IS 4031 Part 10 covers determination of drying shrinkage, so 1-Q is correct. Part 11 covers determination of density, giving 2-S. Part 12 deals with air content of hydraulic cement mortar, giving 3-R. Part 14 covers determination of false set, giving 4-P. Therefore the complete correct matching is given by Option A.
వివరణ:
Question 25
ప్రశ్న 25
Which statement about drying shrinkage of cement-based material is most accurate?
Explanation:
Drying shrinkage is a dimensional change that develops when hardened cementitious material loses moisture to its environment. The resulting contraction can contribute to cracking or warping when movement is restrained. It is therefore distinct from setting, which concerns the transition of fresh paste from plastic to rigid condition. IS 4031 Part 10 provides the standardized cement-related drying-shrinkage test method. Hence Option A is correct.
వివరణ:
Question 26
ప్రశ్న 26
Consider the following statements about cement soundness, strength and physical properties:
1. A cement can have high compressive strength and still fail a soundness requirement.
2. Cement compressive strength under IS 4031 Part 6 is determined on standard cement-sand mortar cubes rather than ordinary structural concrete cubes.
3. Specific gravity is dimensionless, whereas density has units.
4. Final setting time and soundness are two names for the same physical property.
Which statements are correct?
1. A cement can have high compressive strength and still fail a soundness requirement.
2. Cement compressive strength under IS 4031 Part 6 is determined on standard cement-sand mortar cubes rather than ordinary structural concrete cubes.
3. Specific gravity is dimensionless, whereas density has units.
4. Final setting time and soundness are two names for the same physical property.
Which statements are correct?
Explanation:
Statement 1 is correct because strength and delayed dimensional stability are separate cement properties. Statement 2 is correct because standardized cement strength is determined from prescribed mortar specimens under IS 4031 Part 6. Statement 3 is correct because density is mass per unit volume while specific gravity is a dimensionless density ratio. Statement 4 is incorrect because setting describes stiffening of fresh paste whereas soundness concerns harmful delayed expansion after setting. Therefore Statements 1, 2 and 3 are correct and Option B is the unique answer.
వివరణ:
Answer Key సమాధానాల పట్టిక
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Question 1 ప్రశ్న 1Answer: A. Soundness – Part 3; compressive strength of hydraulic cement other than masonry cement – Part 6; density – Part 11 సమాధానం: A.
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Question 2 ప్రశ్న 2Answer: A. The ability of hardened cement paste to resist undesirable delayed expansion after setting సమాధానం: A.
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Question 3 ప్రశ్న 3Answer: A. Free lime and magnesia సమాధానం: A.
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Question 4 ప్రశ్న 4Answer: A. The increase in distance between the indicator points of the split mould after the prescribed conditioning and boiling treatment సమాధానం: A.
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Question 5 ప్రశ్న 5Answer: B. 6.0 mm సమాధానం: B.
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Question 6 ప్రశ్న 6Answer: B. It fails the stated Le Chatelier soundness requirement. సమాధానం: B.
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Question 7 ప్రశ్న 7Answer: A. To accelerate potentially harmful expansive reactions under high-temperature and high-pressure steam conditions సమాధానం: A.
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Question 8 ప్రశ్న 8Answer: A. Both assess dimensional stability, but the autoclave method provides a more severe accelerated exposure and is particularly useful in revealing delayed expansive tendencies including those associated with magnesia. సమాధానం: A.
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Question 9 ప్రశ్న 9Answer: B. 23.4 g సమాధానం: B.
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Question 10 ప్రశ్న 10Answer: A. It determines cement strength using standardized cement-sand mortar cubes rather than ordinary structural concrete cubes. సమాధానం: A.
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Question 11 ప్రశ్న 11Answer: C. 1:3 సమాధానం: C.
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Question 12 ప్రశ్న 12Answer: C. 84 g సమాధానం: C.
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Question 13 ప్రశ్న 13Answer: B. 70.6 mm సమాధానం: B.
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Question 14 ప్రశ్న 14Answer: C. 43.1 MPa సమాధానం: C.
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Question 15 ప్రశ్న 15Answer: C. 43.3 MPa సమాధానం: C.
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Question 16 ప్రశ్న 16Answer: A. Concrete strength also depends on water-cement ratio, aggregates, mix proportions, admixtures, compaction and curing, whereas the cement test uses a standardized mortar system. సమాధానం: A.
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Question 17 ప్రశ్న 17Answer: A. Because hydration and strength development depend on moisture and temperature, and inconsistent curing would make test results incomparable. సమాధానం: A.
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Question 18 ప్రశ్న 18Answer: A. To minimize variation in grading and sand characteristics so that differences in test strength primarily reflect cement performance సమాధానం: A.
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Question 19 ప్రశ్న 19Answer: A. To compact the mortar reproducibly and reduce harmful entrapped voids before strength testing సమాధానం: A.
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Question 20 ప్రశ్న 20Answer: A. Determining the volume displaced by a known mass of cement in a suitable non-reactive liquid using a calibrated flask సమాధానం: A.
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Question 21 ప్రశ్న 21Answer: B. 3.14 g/cm³ సమాధానం: B.
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Question 22 ప్రశ్న 22Answer: C. 3.15 సమాధానం: C.
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Question 23 ప్రశ్న 23Answer: A. Cement density refers to the volume of the cement material itself, whereas loose bulk density also includes the void space between powder particles. సమాధానం: A.
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Question 24 ప్రశ్న 24Answer: A. 1-Q, 2-S, 3-R, 4-P సమాధానం: A.
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Question 25 ప్రశ్న 25Answer: A. It refers to dimensional contraction associated with moisture loss from hardened paste or mortar under specified drying conditions. సమాధానం: A.
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Question 26 ప్రశ్న 26Answer: B. 1, 2 and 3 only సమాధానం: B.
