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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 | |