MCQ Questions Civil Engineering Construction Planning and Management
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MCQ Questions Civil Engineering Soil Mechanics and Foundation Engineering - Set - 4
Question 1:
According to IS classification, the range of silt size particles is
A. 4.75 mm to 2.00 mm
B. 2.00 mm to 0.425 mm
C. 0.425 mm to 0.075 mm
D. 0.075 mm to 0.002 mm
Correct Answer – (D)
Question 2 :
At liquid limit, all soils possess
A. same shear strength of small magnitude
B. same shear strength of large magnitude
C. different shear strengths of small magnitude
D. different shear strengths of large magnitude
Correct Answer – (A)
Question 3 :
The water content of soil, which represents the boundary between plastic state and liquid state, is known as
A. liquid limit
B. plastic limit
C. shrinkage limit
D. plasticity index
Correct Answer – (A)
Question 4 :
The admixture of coarser particles like sand or silt to clay causes
A. decrease in liquid limit and increase in plasticity index
B. decrease in liquid limit and no change in plasticity index
C. decrease in both liquid limit and plasticity index
D. increase in both liquid limit and plasticity index
Correct Answer – (C)
Question 5 :
Toughness index is defined as the ratio of
A. plasticity index to consistency index
B. plasticity index to flow index
C. liquidity index to flow index
D. consistency index to liquidity index
Correct Answer – (B)
MCQ Questions Civil Engineering Soil Mechanics and Foundation Engineering
Question 6:
If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is
softer than the standard hard rubber, then
A. the liquid limit of soil always increases
B. the liquid limit of soil always decreases
C. the liquid limit of soil may increase
D. the liquid limit of soil may decrease
Correct Answer – (A)
Question 7:
Which of the following soils has more plasticity index ?
A. sand
B. silt
C. clay
D. gravel
Correct Answer – (C)
Question 8:
Select the correct statement.
A. A uniform soil has more strength and stability than a non-uniform soil.
B. A uniform soil has less strength and stability than a non-uniform soil.
C. Uniformity coefficient does not affect strength and stability.
D. Uniformity coefficient of a poorly graded soil is more than that of a well graded soil.
Correct Answer – (B)
Question 9:
If the plasticity index of a soil mass is zero, the soil is
A. sand
B. silt
C. clay
D. clayey silt
Correct Answer – (A)
Question 10:
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as
A. negative
B. zero
C. non-plastic (NP)
D. 1
Correct Answer – (B)
- NCERT Solutions Class 12 Mathematics RD Sharma Sets : Exercise 1.1
- NCERT Solutions Class 12 Mathematics RD Sharma Sets : Exercise 1.2
- NCERT Solutions Class 12 Mathematics RD Sharma Sets : Exercise 1.3
- NCERT Solutions Class 12 Mathematics RD Sharma Sets : Exercise 1.4
- NCERT Solutions Class 12 Mathematics RD Sharma Trigonometric Functions : Exercise – 5.1
- NCERT Solutions Class 12 Mathematics RD Sharma Trigonometric Functions : Exercise – 5.2
- NCERT Solutions Class 12 Mathematics RD Sharma Trigonometric Functions : Exercise – 5.3
- NCERT Solutions Class 12 Mathematics RD Sharma Quadratic Equations : Exercise – 14.1
- NCERT Solutions Class 12 Mathematics RD Sharma Quadratic Equations : Exercise – 14.2
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.1
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.2
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.3
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.4
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.5
- NCERT Solutions Class 12 Mathematics RD Sharma Linear Inequations : Exercise – 15.6
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