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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 | |