CUET-PG SERIES
Soil-mechanics-and-foundation-engineering

Soil Structure And Clay Mineralogy

30 previous year questions.

Volume: 30 Ques
Yield: High

High-Yield Trend

30
2023

Chapter Questions
30 MCQs

01
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Soil erosion can be prevented by
1
Increasing faunal population
2
Afforestation
3
Removal of vegetation
4
Overgrazing
02
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The predominant mineral responsible for shrinkage and swelling in black soil is
1
Illite
2
Kaolinite
3
Mica
4
Montmorillonite
03
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The collapsible soil is associated with
1
Dune sands
2
Laterite soils
3
Loess
4
Black cotton soils
04
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in a state of
1
Partial saturation
2
full saturation
3
Over saturation
4
Under saturation
05
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A soil has a liquid limit of 40% and plasticity index of 20%. The Plastic limit of the soil will be
1
20%
2
30%
3
40%
4
60%
06
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The liquid limit and Plastic limit of sample are 65% and 29% respectively. The percentage of soil fraction with grain size finer than 0.002 mm is 24. The activity of soil sample is.
1
0.50
2
1.00
3
1.50
4
2.00
07
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The soil sample A and B have porosity nA= 40% and nB = 60% respectively. What is the ratio of void ration eд: eB?
1
2:3
2
3:2
3
4:9
4
9:4
08
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A sand sample has a bulk density of 20kN/m3 and degree of saturation of 70%. If the specific gravity of soil grain is 2.65, the value of critical hydraulic gradient for the soil will be.
1
1.02
2
1.05
3
1.10
4
1.15
09
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
In order to ensure that no scouring take place in the bed of a channel of bed slope 'S' constructed on alluvial soil of particle size 'd' cm, the flow velocity should be restricted.
1
2
3
4
10
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The discharge unit draw down at the wall is known as.
1
Specific yield
2
Specific storage
3
Specific retention
4
Specific capacity
11
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Match List I with List II
LIST I (Deposit) LIST II (Satl structure)
A.Coarse grained soil I.Flocculated
B.Silt depositII.Cohesive matrix
C.Clay deposit III.Honey comb
D.Composite soil IV.Single grained

Choose the most appropriate answer from the options given below:

1
A-II, B-III, C-I, D-IV
2
A-IV, B-III, C-I, D-II
3
A-II, B-I, C-III, D-IV
4
A-IV, B-I, C-III, D-II
12
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Given below are two statements: one is labelled as Assertion A and the other is labelled as Reason R.
Assertion A: The water content of inorganic soil is determined by heating the soil in an oven at a temperature of 105° to 110°C
Reason R: The free water absorbed water and structural water are all completely removed from the soil by heating it at 105° to 110°C
In the light of the above statements, choose the most appropriate answer from the options given below:
1
Both A and R are correct and R is the correct explanation of A
2
Both A and R are correct but R is NOT the correct explanation of A
3
A is correct but R is not correct
4
A is not correct but R is correct
13
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Relative density of a compacted dense sand is approximately equal to.
1
0.4
2
0.6
3
0.95
4
1.20
14
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A soil has a liquid limit of 40% and plasticity index of 20% the plastic limit of the soil will be.
1
20%
2
30%
3
40%
4
60%
15
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A soil sample has a shrinkage limit of 10% and specific gravity of soil solids as 2.7. The porosity of the soil at shrinkage limit is.
1
21.2%
2
27%
3
73%
4
78.8%
16
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
A soil has a discharge velocity of 6 × 107 m/s and a void ratio of 0.5, its seepage velocity is.
1
18x10-7m/s
2
12x10-7m/s
3
6x10-7m/s
4
3x10-7m/s
17
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Match List I with List II
LIST I (Type of Precipitation) LIST II (Principle causes)
A.Lacustrine soilI.Transportation by wind
B.Alluvial soil II.Transportation by running water
C.Aeoline soil III.Deposited at the bottom of lakes
D. Marine soil IV. Deposited in sea water

Choose the most appropriate answer from the options given below:

1
A-I, B-II, C-III, D-IV
2
A-III, B-II, C-I, D-IV
3
A-III, B-II, C-IV, D-I
4
A-I, B-III, C-II, D-IV
18
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Reduction in volume of soil primarily due to squeezing out of water from winds is called.
1
Primary consolidation
2
Plastic flow
3
Creep
4
Secondary consolidation
19
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The change that take place during the process of consolidation of a saturated clay would include.
1
An increase in pore water pressure and an increase in effective pressure
2
An increase in pore water pressure and a decrease in effective pressure
3
A decrease in pore water pressure and a decrease in effective pressure
4
A decrease in pore water pressure and an increase in effective pressure
20
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Match List I with List II
LIST I (Measuring device) LIST II (Soil Parameter)
A.PycnometerI.Compressibility
B. HydrometerII.Permeability
C.OedometerIII.Specific gravity
D.Parameter IV.Particle size analysis

Choose the most appropriate answer from the options given below:

1
A-II, B-IV, C-I, D-III
2
A-III, B-I, C-IV, D-II
3
A-II, B-I, C-IV, D-III
4
A-III, B-IV, C-I, D-II
21
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Match List I with List II
LIST I I (Soil) LIST II (Group Symbol)
A.Clayly gravel I.SM
B.Clayly sandII.OH
C.Organic clayIII.SC
D.Silty sand IV.GC

Choose the most appropriate answer from the options given below:

1
A-III, B-IV, C-II, D-I
2
A-IV. B-III. C-I, D-II
3
A-IV, B-III, C-II, D-I
4
A-III, B-IV, C-I, D-II
22
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
If the soil sample is having porosity 50% and degree of saturation at 90% then its percentage air void is -
1
5%
2
50%
3
45%
4
4.5%
23
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
If the grain size of soil increases
1
Surface area increase
2
Specific retention increase
3
Specific yield and water supply in well increase
4
Specific yield and water supply in well decrease
24
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
The quantity of water retained by the sub-soil against gravity is known
1
Yield
2
Porosity
3
Specific yield
4
Specific retention
25
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
On analysis of particle size distribution of a soil, it is found that D10 = 0.2 mm, D30 = 0.3 mm and D60 = 0.8 mm. The coefficient of curvature, as given by the particle size of distribution curve will be -
1
0.4
2
0.5
3
0.6
4
0.2
26
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Consistency index (IC) is defined as
where w is natural water content of soil, wL is liquid limit of soil; wP is plasticity limit of soil; IP is plasticity index of soil sample.
1
2
3
4
27
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Cohesive soil are generally
1
Plastic and also compressible
2
Elastic and also compressible
3
Plastic and incompressible
4
Elastic and incompressible
28
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Soil erosion by wind brings about the serious damage in soil by changing the
1
soil permeability
2
soil structure
3
soil texture
4
soil plasticity
29
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Which class of land should be used for pasture and forest?
1
Capability class VIII
2
Capability class II to VI
3
Capability class VI to VII
4
Capability class V to VIII
30
PYQ 2023
medium
soil-mechanics-and-foundation-engineering ID: cuet-pg-
Given below are two statements; one is labelled as Assertion A and the other is labelled as Reason R
Assertion A: Sandy soil helps promote good drainage and aeration.
Reason R: Sandy soils particles have size in the range 0.05 - 2.0mm.
In the light of the above statements, choose the most appropriate answer from the options given below
1
Both A and R are correct and R is the correct explanation of A
2
Both A and R are correct but R is NOT the correct explanation of A
3
A is correct but R is not correct
4
A is not correct but R is correct