Category: Soil Engineering – MCQ

Bearing Capacity Failure of Soils – MCQ

Bearing Capacity Failure of Soils – MCQ

1. What do you understand by the term “Bearing Capacity of Soil”?

a) Capacity of soil to retain water.
b) Capacity of soil to support loads.
c) Compressibility of soil.
d) None of the above.

View Answer

b) Capacity of soil to support loads.

2. According to Vesic’s observations, how many types of bearing capacity failures are there?

a) 2(Two).
b) 4(Four).
c) 3(Three).
d) 5(Five).

View Answer

c) 3(Three).

3. In which condition general shear failure is normally seen?

a) Soils having high compressibility.
b) Soils having high moisture content.
c) Soils having low compressibility.
d) Soils having a low density.

View Answer

c) Soils having low compressibility.

4. Which one of the following is not a property of general shear failure?

a) Failure is accompanied by tilting of the footing.
b) Failure is sudden with pronounced peak resistance.
c) Ultimate bearing capacity is not well defined.
d) None of these

View Answer

c) Ultimate bearing capacity is not well defined.

5. Soils having high compressibility can induce,

a) General shear failure.
b) Local shear failure.
c) Uncertain failures.

View Answer

b) Local shear failure.

6. Local shear failure can also be expected in,

a) Soils having low compressibility.
b) Soils having moisture content between 35% to 70%.
c) Sand having relative density lying between 35% to 70%.
d) None of the above.

View Answer

c) Sand having relative density lying between 35% to 70%.

7. Which one of the following is a characteristic of local shear failure?

a ) Ultimate bearing capacity is well defined.
b ) Ultimate bearing capacity is not well defined.
c ) Failure is defined by small settlements.
d) Failure is sudden.

View Answer

b ) Ultimate bearing capacity is not well defined.

8. If the foundation is located at considerable depth, which of the following soil types can induce punching shear failures?

a) Soil having high moisture content.
b) Soil having low compressibility.
c) Soil having high compressibility.
d) Soil having low moisture content.

View Answer

b) Soil having low compressibility.

9. Punching shear failure may take place in the case of loose sand having a density __

a) Less than 35%.
b) Between 35% and 70%.
c) More than 70%.
d) None of the above.

View Answer

a) Less than 35%.

10. Which one of the following is a characteristic of punching shear failure?

a) The pattern of failure is clearly observed.
b) There is no bulging of soil around the footing.
c) Failure is defined by small settlements.
d) Ultimate bearing capacity is well defined.

View Answer

b) There is no bulging of soil around the footing.

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Origin and Formation of Soils – MCQ

Soil Map of India – MCQ

Structures in Clay Minerals – MCQ

Structures in Clay Minerals – MCQ

Structures in Clay Minerals – MCQ

1. The clayey soil is formed by the chemical weathering of

View Answer

Clay Minerals

2. The kaolinite mineral is formed by the breakdown of

a) Feldspar
b) Chlorite
c) Amorphous
d) None of these

View Answer

a) Feldspar

3. Which of the following statement is true

a) Clay mineral is the colloidal size (<0.002 mm)
b) Clay mineral having a high specific surface
c) Clay minerals are of the flaky form
d) All of these

View Answer

d) All of these

4. What is the chemical composition of kaolinite?

a) Al4Si4 O10(OH)8 .4H2O
b) Al4Si8 O20(OH)8 .nH2O
c) Al4Si4O10(OH)8
d) Al2Si4O10(OH)2

View Answer

c) Al4Si4O10(OH)8

5. What is the chemical composition of Illite?

a) KAl4 AlSi7 O20(OH)4
b) Al4Si8 O20(OH)8 .nH2O
c) Al4Si4 O10(OH)8 .4H2O
d) Al2Si4O10(OH)2

View Answer

a) KAl4 AlSi7 O20(OH)4

6. Most of the clay minerals consist of a

a) Silica tetrahedron
b) Silica octahedron
c) Alumina tetrahedron
d) None of these

View Answer

a) Silica tetrahedron

7. The reaction by which silicon and aluminium are partially replaced by other elements is known as.

a) Isomorphous substitution
b) Isomorphic substitution
c) Isotropic Interchange
d) None

View Answer

a) Isomorphous substitution

8. A tetrahedron has __ numbers of faces.

a) 2
b) 4
c) 6
d) 8

View Answer

b) 4

9. In case of kaolinite, clay mineral particles. The thickness of each stack of silica and alumina is about.

a) 3 A0
b) 5 A0
c) 7 A0
d) 9 A0

View Answer

c) 7 A0

10. The hydrogen bond of kaolinite clay minerals is —– than the potassium bond of illite clay minerals.

a) Stronger
b) Weaker

View Answer

a) Stronger

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Structural Clay Products – MCQ

Origin and Formation of Soils – MCQ

6 Purposes of Soil Exploration

Origin and Formation of Soils – MCQ

Origin and Formation of Soils – MCQ

1. The soil which is deposited at its own place of origin is known as

a) Transported soil
b) Aeolian soil
c) Residual soil
d Glacial soil

View Answer

c) Residual soil

2. The soil which is deposited at the place other than its origin is known as

a) Transported soil
b) Residual soil
c) Both (a) and (b)
d) None of these

View Answer

a) Transported soil

3. Which soil is transported and deposited by ice?

a) Lacustrine soil
b) Aeolian soil
c) Residual soil
d) Glacial soil

View Answer

d) Glacial soil

4. The rate of chemical weathering depends on the

a) Surface area
b) Temperature
c) Amount of water
d) All the above

View Answer

d) All the above

5. The soil that has been transported from its place of origin by water is known as.

a) Residual soil
b) Aeolian soil
c) Alluvial soil
d Glacial soil

View Answer

c) Alluvial soil

6. The soil which is transported and deposited by wind is called

a) Residual soil
b) Aeolian soil
c) Lacustrine soil
d) Marine soil

View Answer

b) Aeolian soil

7. What are the three main types of chemical weathering?

a) Solution, hydration, and reduction
b) Solution, reduction, and chelation
c) Hydrolysis, carbonation, and oxidation
d) Solution, carbonation, and oxidation

View Answer

c) Hydrolysis, carbonation, and oxidation

8. Carbonic acid is formed due to the reaction between ____

a) Carbon dioxide and SO2
b) Carbon dioxide and NO2
c) Carbon dioxide and N2O3
d) Carbon dioxide and H2O

View Answer

d) Carbon dioxide and H2O

9. The process of breakdown of rock by acidic water is known as

a) Hydrolysis
b) Carbonation
c) Oxidation
d) Chelation

View Answer

a) Hydrolysis

10. The process of breakdown of rocks by oxygen and water is

a) Hydrolysis
b) Oxidation
c) Carbonation
d) Chelation

View Answer

b) Oxidation

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Soil Map of India – MCQ

Soil Stabilization – MCQ

Bearing Capacity Failure of Soils – MCQ

Soil Map of India – MCQ || Soil Engineering

Soil Map of India – MCQ

1. Where is alluvial soil mostly found in India?

a) Madhya Pradesh
b) Tapti River Plain
c) Indo-Gangetic-Brahmaputra plains
d) Andhra Pradesh State

View Answer

c) Indo-Gangetic-Brahmaputra plains

2. Alluvial soil is formed by the action of

a) Heavy Rainfall
b) Heavy Wind
c) Snow Fall
d) Running Water

View Answer

d) Running Water

3. Which of the following soil contains lots of minerals and humus

a) Alluvial Soils
b) Black cotton soils
c) Desert soils
d) Red soils

View Answer

a) Alluvial Soils

4. On which soil most Indian crops are grown?

a) Alluvial Soils
b) Black cotton soils
c) Desert soils
d) Hill soils

View Answer

a) Alluvial Soils

Note: In India, Alluvial Soils is most suitable for agriculture

5. Where is black cotton soil mostly found in India?

a) Gujarat & Madhya Pradesh
b) Andhra Pradesh & Odisha
c) Uttar Pradesh
d) None of these

View Answer

a) Gujarat & Madhya Pradesh

6. Where is Desert soil mostly found in India?

a) Rajasthan
b) Odisha
c) West Bengal
d) Sikkim

View Answer

a) Rajasthan

7. In West Bengal which soil is mostly found?

a) Desert soils
b) Black cotton soils
c) Alluvial Soils
d) Hill soils

View Answer

c) Alluvial Soils

8. In Punjab state, which soil is mostly found?

a) Alluvial Soils
b) Black cotton soils
c) Desert soils
d) Red soils

View Answer

a) Alluvial Soils

9. In Odisha which soil is mostly found?

a) Alluvial Soils
b) Black cotton soils
c) Desert soils
d) Red soils

View Answer

d) Red soils

10. Why the red soil is red in color?

a) Due to high lime content
b) Due to high iron oxide content
c) Due to high phosphate content
d) None of these

View Answer

b) Due to high iron oxide content

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Origin and Formation of Soils – MCQ

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Proctor Compaction Test – MCQ

Proctor Compaction Test – MCQ

1. Who was the first person to demonstrate the relation between the water content and dry density of the soil

a) Proctor
b) William Albrecht
c) Charles Darwin
d) Selman Waksman

View Answer

a) Proctor

2. The capacity of the mould used in the Standard Proctor Compaction Test is

a) 1/20 cft
b) 1/30 cft
c) 1/36 cft
d) 1/42 cft

View Answer

b) 1/30 cft

3. The volume of mould in standard proctor test is

a) 1.415 Liter
b) 0.944 Liter
d) 0.787 Liter
e) 0.674 Liter

View Answer

b) 0.944 Liter

[Note – Question number (2) and (3) both are the same, the only difference is their unit. In the second question, it is in ‘cft’, and in 3 question it is in ‘Liter’.]

4. Dimensions of mould used in standard proctor compaction test is

a) Dia 4 inches, and height 4.6 inches
b) Dia 4.6 inches, and height 4 inches
c) Dia 4.3 inches, and height 4.6 inches
d) Dia 4 inches, and height 4.3 inches

View Answer

5. How many blows of rammer are recommended for each layer in case of a standard proctor test?

a) 15
b) 25
c) 27
d) 35

View Answer

b) 25

6. The weight of the rammer used in the standard proctor compaction test is

a) 1.5 lb
b) 2.5 lb
c) 3.5 lb
d) 5.5 lb

View Answer

d) 5.5 lb

7. In standard proctor test, the rammer is allowed to fall under gravity from a height of

a) 8 inches
b) 12 inches
c) 14 inches
d) 18 inches

View Answer

b) 12 inches

8. The weight of the rammer used in case of modified proctor test is

a) 5.5 lb
b) 6.6 lb
c) 10 lb
d) 12 lb

View Answer

d) 12 lb

9. In modified proctor test, the rammer is allowed to fall under gravity from a height of

a) 8 inches
b) 12 inches
c) 14 inches
d) 18 inches

View Answer

d) 18 inches

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Soil Stabilization – MCQ || Soil Engineering

Soil Stabilization – MCQ

1. The aim of soil stabilization is to increase the

a) Seepage.
b) Bearing capacity.
c) Shear strength.
d) Both (b) and (c).

View Answer

d) Both (b) and (c).

The aim of soil stabilization is to increase the shear strength and bearing capacity of the soil.

2. In case of stabilization usual proportion of cement to be added to a sandy soil is around

a) 5 %
b) 10 %
c) 15 %
d) 20 %

View Answer

b) 10 %

3. In case of soil-cement stabilization, the percentage of cement by volume is

a) 1 to 4 %
b) 5 to 15%
c) 18 to 34 %
d) None of these.

View Answer

b) 5 to 15%

4. Which is the following factor affecting the soil cement stabilization

a) Nature of soil.
b) Cement content.
c) Curing.
d) Admixture.
e) All of these.

View Answer

e) All of these.

5. Pre-compression is a technique for in situ densification of

a) Sandy soil.
b) Silty soil.
c) Sandy and silty soils.
d) Clayey soils.

View Answer

d) Clayey soils.

Pre-compression is a technique for in situ densification of clayey soils.

6. In plastic soil lime stabilization, the percentage of lime by volume is

a) 1 to 5 %
b) 5 to 10 %
c) 8 to 20 %
d) None.

View Answer

b) 5 to 10 %

7. Mechanical stabilization of weaker soils may be obtained by

a) Compaction.
b) Proper grading and mixing with suitable outside soils.
c) Both (a) and (b).
d) None of these.

View Answer

c) Both (a) and (b).

8. Lime stabilization is very effective in treating

a) Plastic clayey soil.
b) Silty soil.
c) Sandy soil.
d) None of these.

View Answer

a) Plastic clayey soil.

9. In cohesive soil, the method of stabilization applicable is

a) Compaction.
b) Stone column.
c) Vibration.
d) Blasting.

View Answer

b) Stone column.

10. Cement stabilization is generally used for stabilizing

a) Sand.
b) Gravel.
c) Clay.
d) All of these.

View Answer

d) All of these.

11. With the increased value of plasticity index of a soil, the quantity of lime required for its stabilization will

a) Decrease.
b) Increase.
c) Remain unaffected.
d) Some time increase and some time decrease.

View Answer

b) Increase.

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