Civil Engineering MCQ Short Test-13
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1➤ Crushing strength of a good building stone should be more than .
ⓑ 150 MPa
ⓒ 50 MPa
ⓓ 100 MPa
2➤ Maximum permissible 'wear in stones for road work' is
ⓑ 3
ⓒ 1
ⓓ 4
3➤ which of the following statements is not true in case of portland slag cement
ⓑ lower heat of hydration
ⓒ slag should not be in glassy form
ⓓ slower early strength
4➤ In ordinary cement, about 99% of its final strength is achieved i
ⓑ 15 days
ⓒ 1 year
ⓓ 7 days
5➤ In the process of hydration of OPC, to complete all chemical reaction, the water requirement is
ⓑ 20% to 25%
ⓒ 20% to 60%
ⓓ 50% to 30%
6➤ bulking of sand occurs due to
ⓑ air in voids
ⓒ moisture in voids
ⓓ capillarity action
7➤ what is the main reason to use lime in the cement slurry during the plastering in the top coat
ⓑ To improve the workability of plaster
ⓒ To make the plaster non-shrinkable
ⓓ To harden the cement
8➤ hardwood is produce by which of following tress
ⓑ chir
ⓒ pine
ⓓ Shishum
9➤ Assertion (A): Rankine's theory is generally used for finding out the buckling load of intermediate columns. Reason (R): Euler's theory gives higher values for buckling loads in intermediate columns
ⓑ both A and R are true but R is not a correct explanation of A
ⓒ A is false but R is true
ⓓ A is true but R is false
10➤ on increasing the temperature of liquid the viscosity of liquid
ⓑ increasing
ⓒ both
ⓓ none
11➤ what is the following respresnt unit of kinematic viscosity
ⓑ gm/cm-sec
ⓒ gm/cm2-sec
ⓓ none
12➤ the modulus of elasticity of steel is more than that of concrete. it indicates that steel
ⓑ less plastic
ⓒ more plastic
ⓓ None of these
13➤ Which of the below is not a property of ferro cement?
ⓑ No need of formwork
ⓒ Impervious nature
ⓓ Strength per unit mass is low
14➤ How many types of cracks can occur in a building?
ⓑ 3
ⓒ 5
ⓓ 2
15➤ Creep in concrete structure increases with:
ⓑ Decrease in temperature
ⓒ Increase in humidity
ⓓ Decrease in humidity
16➤ The main reason for cracks in masonry joints is
ⓑ Sulphate
ⓒ Sodium
ⓓ Magnesium
17➤ To control corrosion, concrete with _________ is used.
ⓑ More coarse aggregates
ⓒ Low thermal coefficient
ⓓ More cement content
18➤ Modulus of elasticity of concrete, E is calculated using:
ⓑ 7000√f'c, MPa.
ⓒ 5000√f'c, MPa.
ⓓ 500√f'c, MPa.
19➤ The active earth pressure of a soil is proportional to (where φ is the angle of friction of the soil)
ⓑ tan (45° - φ)
ⓒ tan2 (45° - φ/2)
ⓓ tan (45° + φ)
20➤ The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
ⓑ shrinkage limit
ⓒ plastic limit
ⓓ permeability limit
21➤ In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is
ⓑ 65%
ⓒ 35%
ⓓ none of these.
22➤ The quantity of seepage of water through soils is proportional to
ⓑ total head loss through the soil
ⓒ neither (a) nor (b)
ⓓ both (a) and (b)
23➤ The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known
ⓑ shrinkage limit
ⓒ liquid limit
ⓓ permeability limit.
24➤ When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
ⓑ consolidated undrained test
ⓒ drained test
ⓓ none of these.
25➤ Under-reamed piles are generally
ⓑ precast piles
ⓒ bored piles
ⓓ all the above.
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