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 deposit | II. | 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:
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 × 10 −7 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 soil | I. | 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. | Pycnometer | I. | Compressibility |
| B. | Hydrometer | II. | Permeability |
| C. | Oedometer | III. | 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 sand | II. | OH |
| C. | Organic clay | III. | 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.
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
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