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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.
| 101. |
The construction joints are generally provided in concrete |
| A. | roads |
| B. | retaining walls |
| C. | lining of tunnels |
| D. | all of these |
| Answer» E. | |
| 102. |
The tricalcium aluminate in cement has the property of |
| A. | reacting fast with water |
| B. | causing initial setting of cement |
| C. | generating large amount of heat hydration |
| D. | all of these |
| Answer» E. | |
| 103. |
The finished concrete is measured in litres. |
| A. | Right |
| B. | Wrong |
| Answer» C. | |
| 104. |
Excess quantity of water |
| A. | makes the concrete mix harsh |
| B. | makes the concrete mix unworkable |
| C. | causes segregation in concrete |
| D. | causes bleeding in concrete |
| Answer» E. | |
| 105. |
The coarser the aggregate, the |
| A. | higher |
| B. | lower |
| Answer» B. lower | |
| 106. |
In lime concrete, lime is used as |
| A. | coarse aggregate |
| B. | fine aggregate |
| C. | binding material |
| D. | admixture |
| Answer» D. admixture | |
| 107. |
The minimum particle size of fine aggregate is |
| A. | 0.0075 mm |
| B. | 0.075 mm |
| C. | 0.75 mm |
| D. | 0.95 mm |
| Answer» C. 0.75 mm | |
| 108. |
The factor which effect the design of concrete mix is |
| A. | fineness modulus |
| B. | water-cement ratio |
| C. | slump |
| D. | all of these |
| Answer» E. | |
| 109. |
Blast furnace slag cement is used for |
| A. | dams |
| B. | bridge abutments |
| C. | retaining walls |
| D. | all of these |
| Answer» E. | |
| 110. |
In performing preliminary test |
| A. | the moulds requred for test specimens should be rigid |
| B. | the mxi should be stored in air=tight containers |
| C. | the aggregates should be dry |
| D. | all of the above |
| Answer» E. | |
| 111. |
If the slump of concrete mix is 70 mm, its workability is considered to be |
| A. | very low |
| B. | low |
| C. | medium |
| D. | high |
| Answer» D. high | |
| 112. |
When the concrete mix is too wet, it causes |
| A. | segregation |
| B. | low density |
| C. | excess laitance at the top |
| D. | all of these |
| Answer» E. | |
| 113. |
Fine sand bulks |
| A. | less |
| B. | more |
| Answer» C. | |
| 114. |
Le-chatelier apparatus is used to perform |
| A. | fineness test |
| B. | soundness test |
| C. | consistency test |
| D. | compressive strength test |
| Answer» C. consistency test | |
| 115. |
Smaller size aggregates require less quantity of water for lubrication. |
| A. | Yes |
| B. | No |
| Answer» C. | |
| 116. |
The prestressed cement concrete can take up high tensile and compressive stresses without development of cracks. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 117. |
The presence of calcium chloride in water |
| A. | accelerates setting of cement |
| B. | accelerates hardening of cement |
| C. | causes little effect on quality of concrete |
| D. | all of these |
| Answer» B. accelerates hardening of cement | |
| 118. |
In flooring of building, prestressed cement concrete is commonly used. |
| A. | Right |
| B. | Wrong |
| Answer» C. | |
| 119. |
For measuring aggregates by volume, wooden batch boxes known as farmas are used. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 120. |
The degree of grinding of cement is called |
| A. | fineness |
| B. | soundness |
| C. | impact value |
| D. | bulking |
| Answer» B. soundness | |
| 121. |
Blast furnace slag cement concrete requires |
| A. | less |
| B. | more |
| Answer» C. | |
| 122. |
The material used as an ingredient of concrete is usually |
| A. | cement |
| B. | aggregate |
| C. | water |
| D. | all of these |
| Answer» E. | |
| 123. |
The ordinary concrete is no used for |
| A. | M 10 |
| B. | M 20 |
| C. | M 25 |
| D. | M 40 |
| Answer» E. | |
| 124. |
During field test, the cement is said to be pure and of good quality when |
| A. | the colour of cement is uniformly greenish grey |
| B. | a handful of cement, thrown into a bucket of water, floats |
| C. | hand is thrusted into a bag of cement, it feels cool |
| D. | all of the above |
| Answer» E. | |
| 125. |
Water cannot be used as a lubricant in concrete mix. |
| A. | True |
| B. | False |
| Answer» C. | |
| 126. |
The preliminary test is always conducted in the field. |
| A. | Agree |
| B. | Disagree |
| Answer» C. | |
| 127. |
The workability of concrete by slump test is expressed as |
| A. | minutes |
| B. | mm / h |
| C. | mm2 / h |
| D. | mm |
| Answer» E. | |
| 128. |
Water-cement ratio is, usually, expressed in |
| A. | litres of water required per bag of cement |
| B. | litres of water required per kg of cement |
| C. | both (a) and (b) |
| D. | none of these |
| Answer» B. litres of water required per kg of cement | |
| 129. |
With the moisture content of 5 to 10% by weight, the bulking of sand is increased by |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» E. | |
| 130. |
In the manufacture of cement, the dry or wet mixture of calcareous and argillaceous materials is burnt at a temperature between |
| A. | 900? to 1000?C |
| B. | 1000?C to 1200?C |
| C. | 1200?C to 1500?C |
| D. | 1500?C to 1600?C |
| Answer» E. | |
| 131. |
The mass concrete in piers and abutments, the grade of concrete mix used, is |
| A. | 1 ; 1 : 2 |
| B. | 1 ; 1.5 : 3 |
| C. | 1 ; 2 : 4 |
| D. | 1 ; 3 : 6 |
| Answer» E. | |
| 132. |
Low heat cement is used in |
| A. | thin |
| B. | thick |
| Answer» C. | |
| 133. |
The concrete in which no preliminary tests are performed for designing the mix is called |
| A. | rich concrete |
| B. | controlled concrete |
| C. | lean concrete |
| D. | ordinary concrete |
| Answer» E. | |
| 134. |
Insufficient quantity of water |
| A. | makes the concrete mix harsh |
| B. | makes the concrete mix unworkable |
| C. | causes segregation in concrete |
| D. | causes bleeding in concrete |
| Answer» C. causes segregation in concrete | |
| 135. |
The deleterious materials present in the aggregate |
| A. | prevent normal hydration of cement |
| B. | reduce the strength and durability of concrete |
| C. | modify the setting action and cause efflorescence |
| D. | all of the above |
| Answer» E. | |
| 136. |
The Vee-Bee test is suitable for concrete mixes of low and very low workabilities. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 137. |
Which of the following grade is not recommended by IS 456-1978? |
| A. | M 10 |
| B. | M 20 |
| C. | M 40 |
| D. | M 55 |
| Answer» E. | |
| 138. |
The breaking up of cohesion in a mass of concrete is called |
| A. | workability |
| B. | bleeding |
| C. | segregation |
| D. | creep |
| Answer» D. creep | |
| 139. |
The use of air-entraining agents in concrete |
| A. | increases workability of concrete |
| B. | decreases bleeding |
| C. | decreases strength |
| D. | all of these |
| Answer» E. | |
| 140. |
The removal of excess air after placing concrete helps in increasing the strength of concrete by |
| A. | 15 to 20% |
| B. | 20 to 30% |
| C. | 30 to 50% |
| D. | 50 to 70% |
| Answer» B. 20 to 30% | |
| 141. |
The practical utility of concrete technology for civil engineers is to |
| A. | enable them to know how to stock properly the materials required for concrete |
| B. | enable them to perform different tests concerning concrete |
| C. | make them conversant with fundamental principles of concrete |
| D. | all of the above |
| Answer» E. | |
| 142. |
The workability of concrete is defined as the |
| A. | ease with which it can be mixed, transported and placed in position in a homogeneous state |
| B. | breaking up of cohesion in a mass of concrete |
| C. | separation of water or water-cement mixture from the freshly mixed concrete |
| D. | none of the above |
| Answer» B. breaking up of cohesion in a mass of concrete | |
| 143. |
For continuous transportation of concrete, the method used is |
| A. | transport of concrete by pans |
| B. | transport of concrete by wheel barrows |
| C. | transport of concrete by belt concrete conveyors |
| D. | transport of concrete by pumps |
| Answer» D. transport of concrete by pumps | |
| 144. |
The function of aggregates in concrete is to serve as |
| A. | binding material |
| B. | filler |
| C. | catalyst |
| D. | all of these |
| Answer» C. catalyst | |
| 145. |
The aggregate which pass through 4.75 mm IS sieve and entirely retain on 75 micron IS sieve is called |
| A. | cyclopean aggregate |
| B. | coarse aggregate |
| C. | fine aggregate |
| D. | all-in-aggregate |
| Answer» D. all-in-aggregate | |
| 146. |
Ferro-concrete is another name given to |
| A. | plain cement concrete |
| B. | reinforced cement concrete |
| C. | prestressed cement concrete |
| D. | none of these |
| Answer» C. prestressed cement concrete | |
| 147. |
The setting time of cement is the governing factor for |
| A. | mixing of concrete |
| B. | placing of concrete |
| C. | compaction of concrete |
| D. | all of these |
| Answer» E. | |
| 148. |
Initial setting time of ordinary Portland cement is |
| A. | 15 min |
| B. | 30 min |
| C. | 60 min |
| D. | 10 h |
| Answer» C. 60 min | |
| 149. |
After the final grinding, the cement is sieved through IS sieve number |
| A. | 9 |
| B. | 12 |
| C. | 24 |
| D. | 48 |
| Answer» B. 12 | |
| 150. |
The fineness of cement is measured in terms of |
| A. | percentage weight retained on IS sieve number 9 |
| B. | surface area in cm2 per gram of the cement |
| C. | either (a) or (b) |
| D. | none of these |
| Answer» D. none of these | |