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This section includes 263 Mcqs, each offering curated multiple-choice questions to sharpen your Concrete Technology knowledge and support exam preparation. Choose a topic below to get started.
| 201. |
For highly loaded columns, the concrete mix used is of proportion |
| A. | 1 ; 1 : 2 |
| B. | 1 ; 1.5 : 3 |
| C. | 1 ; 2 : 4 |
| D. | 1 ; 3 : 6 |
| Answer» B. 1 ; 1.5 : 3 | |
| 202. |
The concrete mix is said to be workable if it has |
| A. | compatibility |
| B. | movability |
| C. | stability |
| D. | all of these |
| Answer» E. | |
| 203. |
The usual proportion of ingredients in plain cement concrete is |
| A. | Portland cement (1 part), clean sand (1 |
| B. | Portland cement (1 part), clean sand (3 to 16 parts) and coarse aggregate (1 |
| C. | Porland cement (1 part), clean sand and coarse aggregate (1 |
| D. | any one of the above |
| Answer» B. Portland cement (1 part), clean sand (3 to 16 parts) and coarse aggregate (1 | |
| 204. |
A compaction factor of 0.88 indictes that the workability of concrete mix is |
| A. | very low |
| B. | low |
| C. | medium |
| D. | high |
| Answer» D. high | |
| 205. |
Pezzolana is essentially a silicious material containing clay upto |
| A. | 20% |
| B. | 40% |
| C. | 60% |
| D. | 80% |
| Answer» E. | |
| 206. |
The material having particle size varying from 0.002 to 0.06 mm is termed as |
| A. | silt |
| B. | clay |
| C. | sand |
| D. | none of these |
| Answer» B. clay | |
| 207. |
The inert mineral material used for the manufacture of mortars and concretes is |
| A. | cement |
| B. | water |
| C. | aggregate |
| D. | admixture |
| Answer» D. admixture | |
| 208. |
When the batching of material is done by weight |
| A. | the bucket in which the material is to be weighed should be cleaned thoroughly |
| B. | the weighing machine should be levelled before placing the material |
| C. | the chart should be prepared indicating the weight of each material used for different strengths of concrete |
| D. | all of the above |
| Answer» E. | |
| 209. |
Calcareous material used in the manufacture of cement consists of |
| A. | lime stone |
| B. | chalk |
| C. | shells |
| D. | all of these |
| Answer» E. | |
| 210. |
The characteristic, which makes the concrete a versatile and widely used material of modern consturction, is the possibility of |
| A. | controlling the properties of concrete by using appropriate ingredients |
| B. | moulding the concrete in any desired shape |
| C. | complete mechanisation of concrete preparation and its placing process |
| D. | all of the above |
| Answer» E. | |
| 211. |
The chemical ingredient of cement which provides quick setting property to the cement is |
| A. | lime |
| B. | silica |
| C. | alumina |
| D. | iron oxide |
| Answer» D. iron oxide | |
| 212. |
The sound absorption coefficient of light weight concrete is nearly |
| A. | twice |
| B. | three times |
| C. | four times |
| D. | six times |
| Answer» B. three times | |
| 213. |
The bulk density of an aggregate is the weight required to fill a container of unit volume. |
| A. | Agree |
| B. | Disagree |
| Answer» B. Disagree | |
| 214. |
The water used for ordinary concrete is equal to 5% by weight of aggregate plus |
| A. | 10% |
| B. | 20% |
| C. | 30% |
| D. | 40% |
| Answer» D. 40% | |
| 215. |
The light-weight concrete is prepared by |
| A. | mixing Portland cement with sawdust in specified proportion in the concrete |
| B. | using coke-breeze, cinder or slag as aggregate in the concrete |
| C. | mixing aluminium in the concrete |
| D. | none of tha above |
| Answer» C. mixing aluminium in the concrete | |
| 216. |
For the manufacture of concrete of low density, the aggregate used is |
| A. | furnace clinker |
| B. | coke breeze |
| C. | saw dust |
| D. | all of these |
| Answer» E. | |
| 217. |
To perform the initial setting time test, the water is added to the cement at the rate of |
| A. | 0.72 P |
| B. | 0.78 P |
| C. | 0.85 P |
| D. | 0.95 P |
| Answer» D. 0.95 P | |
| 218. |
The preliminary test should be repeated if the difference of compressive strength of three test specimens exceeds |
| A. | 0.5 N / mm2 |
| B. | 1 N / mm2 |
| C. | 1.5 N / mm2 |
| D. | 2 N / mm2 |
| Answer» D. 2 N / mm2 | |
| 219. |
The resistance of an aggregate to sudden compressive forces is called impact value. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 220. |
For performing the compressive strength test of cement, the size of cube mould should be 7.06 cm side. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 221. |
More water should not be added in the concrete mix, as to increase |
| A. | strength |
| B. | durability |
| C. | water-cement ratio |
| D. | all of these |
| Answer» D. all of these | |
| 222. |
If the effective plan area of a warehouse is 54 m2, and the maximum height of pile permitted is 2.7 m, then the number of cement bags to be stord is |
| A. | 2000 |
| B. | 2200 |
| C. | 2500 |
| D. | 2700 |
| Answer» E. | |
| 223. |
The process of mixing, transporting, placing and compacting the cement concrete should not take more than |
| A. | 30 minutes |
| B. | 60 minutes |
| C. | 90 minutes |
| D. | 120 minutes |
| Answer» B. 60 minutes | |
| 224. |
The number of bags of cement required per cubic metre of 1 ; 2 ; 4 concrete will be approximately |
| A. | 2 to 3 |
| B. | 3 to 4 |
| C. | 4 to 5 |
| D. | 5 to 6 |
| Answer» E. | |
| 225. |
For high degree of workability, the slump value should vary between |
| A. | 0 to 25 mm |
| B. | 25 to 50 mm |
| C. | 50 to 80 mm |
| D. | 80 to 100 mm |
| Answer» E. | |
| 226. |
The prevent the cement bags from any possible contact with moisture, the main point that should be kept in mind is that the |
| A. | space between the exterior walls and piles should be 30 cm |
| B. | cement bags should be placed closer together in the piles |
| C. | width and height of the pile should not exceed 3 m and 2.70 m respectively |
| D. | all of the above |
| Answer» E. | |
| 227. |
To prevent segregation, the concrete should not be thrown from a height of more than |
| A. | 1/2 m |
| B. | 1 m |
| C. | 1.5 m |
| D. | 2 m |
| Answer» C. 1.5 m | |
| 228. |
The knowledge of a standard consistency of a cement paste is essential to perform |
| A. | setting time test |
| B. | soundness test |
| C. | compressive strength test |
| D. | all of these |
| Answer» E. | |
| 229. |
The change of state of cement paste from fluid to solid is called hardening. |
| A. | Right |
| B. | Wrong |
| Answer» C. | |
| 230. |
The aggregates of rounded shape require minimum cement paste to make good concrete. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 231. |
The magnesium oxide and sulphur dioxide when added in excess quantity makes the cement unsound. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 232. |
Low heat cement contains more lime than ordinary Portland cement. |
| A. | True |
| B. | False |
| Answer» C. | |
| 233. |
The percentage of water for making a cement paste of normal consistency varies from |
| A. | 15 to 25% |
| B. | 25 to 35% |
| C. | 35 to 50% |
| D. | 50 to 60% |
| Answer» C. 35 to 50% | |
| 234. |
The proportion of lime, silica, alumina and iron oxide in a good Portland cement should be |
| A. | 63 : 22 : 6 : 3 |
| B. | 62 : 22 : 3 : 6 |
| C. | 22 : 63 : 6 : 3 |
| D. | 22 : 63 : 3 : 6 |
| Answer» B. 62 : 22 : 3 : 6 | |
| 235. |
In the manufacture of possolana cement, the amount of pozzolana material added to ordinary Portland cement clinkers is about |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» C. 40% | |
| 236. |
Which of the following ingredient of cement when added in excess quantity, causes the cement to set slowly? |
| A. | Lime |
| B. | silica |
| C. | alumina |
| D. | iron oxide |
| Answer» C. alumina | |
| 237. |
Proper curing of cement concrete, is good for its |
| A. | volume stability |
| B. | strength |
| C. | wear resistance |
| D. | all of these |
| Answer» E. | |
| 238. |
After the curing of 28 days, the concrete gains strength upto |
| A. | 40% |
| B. | 67% |
| C. | 100% |
| D. | 122% |
| Answer» D. 122% | |
| 239. |
The resistance of an aggregate to the effect of hydration of cement and weather is called |
| A. | crushing value |
| B. | impact value |
| C. | abrasion value |
| D. | soundness |
| Answer» E. | |
| 240. |
The object of curing is to |
| A. | prevent the loss of water by evaporation |
| B. | reduce the shrinkage of concrete |
| C. | preserve the properties of concrete |
| D. | all of these |
| Answer» E. | |
| 241. |
Hydration of cement evolves heat. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 242. |
If 50 kg of fine aggregates and 100 kg of coarse aggregates are mixed in a concrete whose water-cement ratio is 0.6, the weight of water required for harsh mix is |
| A. | 8 kg |
| B. | 10 kg |
| C. | 12 kg |
| D. | 14 kg |
| Answer» D. 14 kg | |
| 243. |
The cement concrete having water-cement ratio less than 0.45 by weight, causes honey-comb structure. |
| A. | Correct |
| B. | Incorrect |
| Answer» C. | |
| 244. |
The rate of hydration is |
| A. | directly |
| B. | inversely |
| Answer» B. inversely | |
| 245. |
Hydration of cement is due to the chemical action of water with |
| A. | dicalcium silicate |
| B. | tricalcium silicate |
| C. | tricalcium aluminate |
| D. | all of these |
| Answer» E. | |
| 246. |
An aggregate having all the pores filled with water but having dry surface is called |
| A. | very dry aggregate |
| B. | dry aggregate |
| C. | saturated surface dry aggregate |
| D. | moist aggregate |
| Answer» D. moist aggregate | |
| 247. |
To perform the soundness test, the water is added to the cement at the rate of 0.72 P by weight of cement, where P is the percentage of water required for normal consistency paste. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 248. |
An aggregate which may contain some moisture in the pores but having dry surface is known as |
| A. | very dry aggregate |
| B. | dry aggregate |
| C. | saturated surface dry aggregate |
| D. | moist aggregate |
| Answer» C. saturated surface dry aggregate | |
| 249. |
In voids method of determining the quantity of cement paste, it is assumed that the |
| A. | voids in the coarse aggregate are filled by the fine aggregates |
| B. | volume of fine aggregates required for 1 m3 of coarse aggregate is equal to total voids in coarse aggregate plus 10% aggregate extra to allow for additional voids created by wedging action |
| C. | volume of cement paste required for 1 m3 of coarse aggregate is equal to total volum of voids in the fine aggregate plus 15% aggregate extra to allow for additional voids created be wedging action |
| D. | all of the above |
| Answer» E. | |
| 250. |
For reinforced cement concrete lintels and slabs, the nominal size of coarse aggregate should not exceed. |
| A. | 10 mm |
| B. | 15 mm |
| C. | 20 mm |
| D. | 40 mm |
| Answer» C. 20 mm | |