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320+ Concrete Technology and Design Solved MCQs

These multiple-choice questions (MCQs) are designed to enhance your knowledge and understanding in the following areas: Civil Engineering .

201.

Shrinkage in concrete can be reduced by using

A. low water cement ratio
B. less cement in the concrete
C. proper concrete mix
D. all the above
Answer» D. all the above
202.

The shuttering of a hall measuring 4 m × 5 m, can be removed after

A. 5 days
B. 7 days
C. 10 days
D. 14 days
Answer» B. 7 days
203.

The approximate value of the ratio between direct tensile strength and flexural strength is

A. 0.33
B. 0.5
C. 0.75
D. 1.0
Answer» B. 0.5
204.

An aggregate is said to be flaky if its least dimension is less than

A. 1/5th of mean dimension
B. 2/5th of mean dimension
C. 3/5th of mean dimension
D. 4/5th of mean dimension
Answer» C. 3/5th of mean dimension
205.

Workability improved by adding

A. fly ash
B. hydrated lime
C. calcium chloride
D. all the above
Answer» D. all the above
206.

Workability of concrete is inversely proportional to

A. time of transit
B. water-cement ratio
C. the air in the mix
D. size of aggregate
Answer» A. time of transit
207.

Inert material of a cement concrete mix, is

A. water
B. cement
C. aggregate
D. none of these
Answer» C. aggregate
208.

If a beam fails in bond, then its bond strength can be increased most economically by

A. increasing the depth of beam
B. using thinner bars but more in number
C. using thicker bars but less in number
D. providing vertical stirrups
Answer» B. using thinner bars but more in number
209.

Pick up the incorrect statement from the following:

A. a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
B. the strength of concrete decreases as the water cement ratio increases
C. good compaction by mechanical vibrations, increases the strength of concrete
D. none of these
Answer» A. a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
210.

Ordinary Portland cement is manufactured from

A. lime stone and clay
B. gypsum and lime
C. pozzolana
D. lime, pozzolana and clay
Answer» B. gypsum and lime
211.

The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

A. 0.15
B. 0.12
C. 0.30
D. 1.00
Answer» B. 0.12
212.

Addition of pozzolana to cement

A. decreases workability
B. increases strength
C. increases heat of hydration
D. none of these
Answer» D. none of these
213.

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» C. 12 kg
214.

The minimum cover to the ties or spirals should not be less than

A. 15 mm
B. 20 mm
C. 25 mm
D. 50 mm
Answer» C. 25 mm
215.

According to Water-Cement Ratio Law, the strength of workable plastic concrete

A. depends upon the amount of water used in the mix
B. does not depend upon the quality of cement mixed with aggregates
C. does not depend upon the quantity of cement mixed with aggregates
D. all the above
Answer» D. all the above
216.

Sands of zone I are:

A. course
B. medium
C. medium to fine
D. fine
Answer» A. course
217.

According to Whitney's theory, ultimate strain of concrete is assumed to be

A. 0.03 %
B. 0.1 %
C. 0.3 %
D. 3 %
Answer» C. 0.3 %
218.

The condition not applicable to water cement ratio law, is

A. internal moisture conditions on hydration continue till complete strength is gained
B. concrete specimens may be tested at any temperature
C. concrete specimens need be of same age
D. concrete specimens need be of same size
Answer» B. concrete specimens may be tested at any temperature
219.

If the slump of a concrete mix is 60 mm, its workability is

A. very low
B. low
C. medium
D. high
Answer» C. medium
220.

Cube strength of controlled concrete to be used for pre-tensioned and post-tensioned work respectively should not be less than

A. 35 mpa and 42 mpa
B. 42 mpa and 35 mpa
C. 42 mpa and 53 mpa
D. 53 mpa and 42 mpa
Answer» B. 42 mpa and 35 mpa
221.

The void ratio of

A. single size coarse aggregate is roughly 0.45
B. graded coarse aggregate is roughly 0.040
C. fine aggregate is roughly 0.45
D. all the above
Answer» D. all the above
222.

According to IS : 382-1963, a good aggregate should be

A. chemically inert
B. sufficiently strong
C. hard and durable
D. all the above
Answer» D. all the above
223.

The compressive strength of 100 mm cube as compared to 150 mm cube is always

A. less
B. more
C. equal
D. none of the above
Answer» B. more
224.

The diameter of the Vicat plunger is 10 mm and its length varies from

A. 20 mm to 30 mm
B. 30 mm to 40 mm
C. 40 mm to 50 mm
D. 50 mm to 60 mm
Answer» C. 40 mm to 50 mm
225.

Gypsum is added for

A. colour
B. strength
C. controlling setting time
D. none of these
Answer» C. controlling setting time
226.

Modulus of elasticity of steel as per IS: 4561978 shall be taken as

A. 20 kn/cm²
B. 200 kn/cm²
C. 200 kn/mm²
D. 2 × 106 n/cm²
Answer» C. 200 kn/mm²
227.

The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is

A. 100 kg/cm2
B. 150 kg/cm2
C. 200 kg/cm2
D. 250 kg/cm2
Answer» B. 150 kg/cm2
228.

The cement becomes useless if its absorbed moisture content exceeds

A. 1 %
B. 2 %
C. 3 %
D. 5 %
Answer» D. 5 %
229.

In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

A. 100 mm
B. 150 mm
C. 200 mm
D. 250 mm
Answer» B. 150 mm
230.

For preparing a test-specimen, it is necessary

A. to mix cement and fine aggregate by dry hand
B. to mix coarse aggregates
C. to mix water to the cement, fine aggregates and coarse aggregates
D. all the above
Answer» D. all the above
231.

For a good concrete

A. aggregates should be hard and durable
B. water should be free from organic materials
C. cement should be sufficient to produce the required strength
D. all the above
Answer» D. all the above
232.

The process of hardening the concrete by keeping its surface moist is known

A. placing
B. wetting
C. curing
D. compacting
Answer» C. curing
233.

For the construction of the retaining structures, the type of concrete mix to be used, is

A. 1 : 3 : 6
B. 1 : 2 : 4
C. 1 : 1½ : 3
D. 1 : 4 : 8
Answer» C. 1 : 1½ : 3
234.

The produce impermeable concrete

A. thorough mixing of concrete is required
B. proper compaction of concrete is required
C. proper curing of concrete is required
D. all the above
Answer» D. all the above
235.

Pozzolanic properties exist in

A. shales
B. fly ash
C. pumicite
D. all the above
Answer» D. all the above
236.

A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

A. 1.5
B. 2.0
C. 2.5
D. 3.0
Answer» C. 2.5
237.

Pick up the correct statement from the following:

A. the weight of ingredients of concrete mix, is taken in kilograms
B. water and aggregates are measured in litres
C. 20 bags of cement make one tonne
D. all the above
Answer» D. all the above
238.

If fineness modulus of sand is 2.5, it is graded as

A. very fine sand
B. fine sand
C. medium sand
D. coarse sand
Answer» B. fine sand
239.

Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

A. 28 liters
B. 30 liters
C. 32 liters
D. 34 liters
Answer» C. 32 liters
240.

The increased cohesiveness of concrete, makes it

A. less liable to segregation
B. more liable to segregation
C. more liable to bleeding
D. more liable for surface scaling in frosty weather
Answer» A. less liable to segregation
241.

Concrete is unsuitable for compaction by a vibrator if it is

A. dry
B. earth moist
C. semi-plastic
D. plastic
Answer» D. plastic
242.

In order to obtain the best workability of concrete, the preferred shape of aggregate is

A. rounded
B. elongated
C. angular
D. all of the above
Answer» A. rounded
243.

Hydration of cement is due to chemical action of water with

A. tricalcium silicate and dicalcium silicate
B. dicalcium silicate and tricalcium aluminate
C. tricalcium aluminate and tricalcium alumino ferrite
D. all the above
Answer» D. all the above
244.

An aggregate which passes through 25 mm I.S. sieve and is retained on 20 mm sieve, is said to be flaky if its least dimension is less than

A. 22.5 mm
B. 18.5 mm
C. 16.5 mm
D. 13.5 mm
Answer» D. 13.5 mm
245.

Approximate value of shrinkage strain in concrete, is

A. 0.003
B. 0.0003
C. 0.00003
D. 0.03
Answer» B. 0.0003
246.

For quality control of Portland cement, the test essentially done is

A. setting time
B. tensile strength
C. consistency
D. all the above
Answer» D. all the above
247.

Strength of concrete with passage of time

A. increases
B. decreases
C. fluctuates
D. remains constant
Answer» A. increases
248.

Which of the following statements is incorrect?

A. higher vee-bee time shows lower workability
B. higher slump shows higher workability
C. higher compacting factor shows higher workability
D. none of the above
Answer» D. none of the above
249.

To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a temperature between

A. 1100° and 1200°c
B. 1200° and 1300°c
C. 1300° and 1400°c
D. 1400° and 1500°c
Answer» D. 1400° and 1500°c
250.

In a pile of length , the points of suspension from ends for lifting it are located at

A. 0.207 l
B. 0.25 l
C. 0.293 l
D. 0.333 l
Answer» A. 0.207 l

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