MCQOPTIONS
Saved Bookmarks
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.
| 151. |
The gypsum is added to the cement for |
| A. | providing high strength to the cement |
| B. | controlling the initial setting time of cement |
| C. | lowering the clinkering temperature of cement |
| D. | all of the above |
| Answer» C. lowering the clinkering temperature of cement | |
| 152. |
Each layer of concrete placed in the mould, in preliminary test, is compacted 25 times with a 20 mm diameter rod and 60 cm in length |
| A. | Right |
| B. | Wrong |
| Answer» C. | |
| 153. |
In Vicat's apparatus, the diameter of Vicat plunger is |
| A. | 5 mm |
| B. | 10 mm |
| C. | 15 mm |
| D. | 20 mm |
| Answer» C. 15 mm | |
| 154. |
When vibrators are used for compaction, the consistency of concrete depends upon the |
| A. | type of mix |
| B. | placing conditions |
| C. | efficiency of vibrator |
| D. | all of these |
| Answer» E. | |
| 155. |
Vicat's apparatus is used to perform |
| A. | fineness test |
| B. | soundness test |
| C. | consistency test |
| D. | compressive strength test |
| Answer» D. compressive strength test | |
| 156. |
The main object of proportioning concrete is to obtain |
| A. | required strength and workability |
| B. | desired durability |
| C. | water tightness |
| D. | all of these |
| Answer» E. | |
| 157. |
The process of proper and accurate measurement of all concrete materials for uniformity of proportions and aggregate grading is called |
| A. | proportioning |
| B. | grading |
| C. | mixing |
| D. | batching |
| Answer» E. | |
| 158. |
The apparent specific gravity of an aggregate is defined as |
| A. | the weight of oven dry aggregate divided by its absolute volume, excluding the natural pores in the aggregate particles |
| B. | the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles |
| C. | the weight of aggregate required to fill a container of unit volume |
| D. | the difference in weight of the aggregate in saturated surface dry condition and in moist condition |
| Answer» B. the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles | |
| 159. |
Bulk specific gravity of an aggregate is defined as |
| A. | the weight of oven dry aggregate divided by its absolute volume, excluding the natural pores in the aggregate particles |
| B. | the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles |
| C. | the weight of aggregate required to fill a container of unit volume |
| D. | the difference in weight of the aggregate in saturated surface dry condition and in moist condition |
| Answer» C. the weight of aggregate required to fill a container of unit volume | |
| 160. |
The term 'ware-hourse pack' means |
| A. | the total capacity of ware-house |
| B. | packing of ware-house |
| C. | pressure compaction of bags on lower layers |
| D. | pressure exertion of bags on upper layers |
| Answer» D. pressure exertion of bags on upper layers | |
| 161. |
Weight batching is done by |
| A. | spring dial scale |
| B. | platform weighing machine |
| C. | portable weigh batchers |
| D. | all of these |
| Answer» E. | |
| 162. |
The cement concrete prepared by mixing aluminium in it, is called |
| A. | air-entrained concrete |
| B. | cellular concrete |
| C. | aerated concrete |
| D. | any one of the above |
| Answer» E. | |
| 163. |
The cement concrete in which high compressive stresses are artificially induced before its actual use, is called |
| A. | plain cement concrete |
| B. | reinforced cement concrete |
| C. | prestressed cement concrete |
| D. | lime concrete |
| Answer» D. lime concrete | |
| 164. |
For a structure subjected to the action of sea water, the cement used is |
| A. | rapid hardening cement |
| B. | low heat cement |
| C. | high alumina cement |
| D. | sulphate resisting cement |
| Answer» D. sulphate resisting cement | |
| 165. |
The top diameter, bottom diameter and height of the mould used for slump test are respectively |
| A. | 100 mm, 200 mm, 300 mm |
| B. | 200 mm, 100 mm, 300 mm |
| C. | 200 mm, 300 mm, 100 mm |
| D. | 100 mm, 300 mm, 200 mm |
| Answer» B. 200 mm, 100 mm, 300 mm | |
| 166. |
Plain cement concrete is strong in taking |
| A. | tensile stress |
| B. | compressive stress |
| C. | shear stress |
| D. | all of these |
| Answer» C. shear stress | |
| 167. |
As per IS : 459-1978, the concrete mixes are designated into |
| A. | 4 grades |
| B. | 5 grades |
| C. | 6 grades |
| D. | 7 grades |
| Answer» E. | |
| 168. |
The factor which effect the quality of compaction, is |
| A. | density of concrete |
| B. | strength of concrete |
| C. | durability of concrete |
| D. | all of these |
| Answer» E. | |
| 169. |
The aggregate which pass through 75 mm IS sieve and entirely retain on 4.75 mm IS sieve is known as |
| A. | cyclopean aggregate |
| B. | coarse aggregate |
| C. | fine aggregate |
| D. | all-in-aggregate |
| Answer» C. fine aggregate | |
| 170. |
The fineness modulus of an aggregate is roughly proportional to |
| A. | specific gravity of the aggregate |
| B. | shape of the aggregate |
| C. | average size of particles in the aggregate |
| D. | grading of the aggregate |
| Answer» D. grading of the aggregate | |
| 171. |
For concreting of tunnel lining, the concrete is transported by |
| A. | pumps |
| B. | pans |
| C. | wheel barrows |
| D. | containers |
| Answer» B. pans | |
| 172. |
The length of Vicat plunger in Vicat's apparatus varies from |
| A. | 20 to 30 mm |
| B. | 30 to 40 mm |
| C. | 40 to 50 mm |
| D. | 50 to 60 mm |
| Answer» D. 50 to 60 mm | |
| 173. |
For the improvement of workability of concrete, the shape of aggregate recommended is |
| A. | irregular |
| B. | angular |
| C. | round |
| D. | flaky |
| Answer» D. flaky | |
| 174. |
Grading of aggregates should be continuous for |
| A. | lean |
| B. | rich |
| Answer» B. rich | |
| 175. |
Water cement ratio may be defined as the ratio of |
| A. | volume of water to that of cement in a concrete mix |
| B. | weight of water to that of cement in a concrete mix |
| C. | volume of water to that of concrete in a concrete mix |
| D. | weight of water to that of concrete in a concrete mix |
| Answer» F. | |
| 176. |
The internal friction between the ingredients of concrete is minimised by |
| A. | adopting coarse aggregates |
| B. | using more water |
| C. | reducing the surface area |
| D. | all of these |
| Answer» E. | |
| 177. |
The lime concrete has |
| A. | less |
| B. | more |
| C. | same |
| Answer» B. more | |
| 178. |
The tetra calcium alumino ferrite in cement has |
| A. | good |
| B. | poor |
| Answer» C. | |
| 179. |
The presence of |
| A. | sodium carbonate and bicarbonate |
| B. | calcium chloride |
| C. | sodium chloride |
| D. | sodium sulphate |
| Answer» B. calcium chloride | |
| 180. |
For reinforced concrete, the aggregate used is |
| A. | sand |
| B. | gravel |
| C. | crushed rock |
| D. | all of these |
| Answer» E. | |
| 181. |
For compacting plain concrete or one-way reinforced concrete floors, the vibrator used is |
| A. | internal vibrator |
| B. | screed vibrator |
| C. | form vibrator |
| D. | all of these |
| Answer» C. form vibrator | |
| 182. |
For compacting large sections of mass concrete in structures, the type of vibrator used is |
| A. | internal vibrator |
| B. | screed vibrator |
| C. | both (a) and (b) |
| D. | either (a) or (b) |
| Answer» B. screed vibrator | |
| 183. |
The resistance of an aggregate to compressive forces is known as |
| A. | crushing value |
| B. | impact value |
| C. | abrasion value |
| D. | none of these |
| Answer» B. impact value | |
| 184. |
The steel mould used for slump test is in the form of a |
| A. | cube |
| B. | cylinder |
| C. | frustrum of a cone |
| D. | none of these |
| Answer» D. none of these | |
| 185. |
The surface moisture of aggregates increases the water-cement ratio in the mix and thus |
| A. | increases |
| B. | decreases |
| Answer» C. | |
| 186. |
The aggregates of |
| A. | irregular |
| B. | angular |
| C. | rounded |
| D. | flaky |
| Answer» C. rounded | |
| 187. |
The size of an aggregate is determined by length gauge. |
| A. | Yes |
| B. | No |
| Answer» C. | |
| 188. |
Harshness in concrete is due to the excess of |
| A. | water |
| B. | finer particles |
| C. | middle sized particle |
| D. | coarser particles |
| Answer» D. coarser particles | |
| 189. |
The concrete |
| A. | should |
| B. | should not |
| Answer» B. should not | |
| 190. |
The strength of concrete using air entraining cement gets reduced by |
| A. | 5 to 10% |
| B. | 10 to 15% |
| C. | 15 to 20% |
| D. | 20 to 25% |
| Answer» C. 15 to 20% | |
| 191. |
At freezing point, the concrete sets easily. |
| A. | Right |
| B. | Wrong |
| Answer» C. | |
| 192. |
In order to prepare a test specimen, it is necessary to |
| A. | mix the cement and fine aggregate (sand) by dry hand |
| B. | mix the coarse aggregate |
| C. | mix water to the cment, fine aggregate and coarse aggregates |
| D. | all of the above |
| Answer» E. | |
| 193. |
The importance of batching is to obtain |
| A. | strength |
| B. | workability |
| C. | durability |
| D. | all of these |
| Answer» E. | |
| 194. |
In designing a ware-house, it is assumed that |
| A. | each bag contains 50 kg of cement |
| B. | floor area occupied by one bag of cement is 0.3 m2 |
| C. | height of each cement bag containing 35 litres of cement is 0.18 m |
| D. | all of the above |
| Answer» E. | |
| 195. |
Too much finencess of cement |
| A. | results cracks in concrete |
| B. | generates greater heat |
| C. | develops early strength |
| D. | both (a) and (b) |
| Answer» E. | |
| 196. |
In making precast structural units for partition and wall lining purposes, the concrete should be |
| A. | sawdust concrete |
| B. | air-entrained concrete |
| C. | light-weight concrete |
| D. | vacuum concrete |
| Answer» D. vacuum concrete | |
| 197. |
Los Angeles machine is used to perform the abrasion resistance test of an aggregate. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 198. |
The arbitrary mix method, the coarse aggregates are taken twice the fine aggregates. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 199. |
If the fineness modulus of sand is 3, then the sand is graded as |
| A. | very fine sand |
| B. | fine sand |
| C. | medium sand |
| D. | coarse sand |
| Answer» E. | |
| 200. |
The maximum particle size of fine aggregate is |
| A. | 2.5 mm |
| B. | 4.75 mm |
| C. | 5.85 mm |
| D. | 6.5 mm |
| Answer» C. 5.85 mm | |