Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 49 Mcqs, each offering curated multiple-choice questions to sharpen your Geotechnical Engineering knowledge and support exam preparation. Choose a topic below to get started.

1.

Group index is defined by which of the equation?

A. GI=0.2b+0.005ac+0.01bd
B. GI=0.2a+0.005bd+0.001ac
C. GI=0.2a+0.005ac+0.001bd
D. GI=0.2a+0.5ac+0.001bd
Answer» D. GI=0.2a+0.5ac+0.001bd
2.

The USCS system was used for which of the following purpose during World War 2?

A. Air field construction
B. Dam construction
C. Foundation
D. Earth slopes
Answer» B. Dam construction
3.

Textural classification is most suitable for ____________

A. Clay soil
B. Wet soil
C. Coarse grained soil
D. Soil with moist
Answer» D. Soil with moist
4.

Indian standard classification of soil is based on _________

A. PRA system
B. International soil classification
C. M.I.T system
D. Indian system
Answer» D. Indian system
5.

According to IS classification, the symbol GC means ____________

A. Clayey gravel
B. Silt gravel
C. Sand gravel
D. Well graded gravel
Answer» B. Silt gravel
6.

Unified soil classification system (USCS) was developed by ____________

A. Kozney
B. Atterberg
C. Casagrande
D. Rankine
Answer» D. Rankine
7.

Particle size classification is best suited for _________

A. Coarse grained soil
B. Clay soil
C. Dry soil
D. All of the mentioned
Answer» C. Dry soil
8.

Fine grained soil are sub divided in to ___________

A. Silt and clay
B. Sand and clay
C. Organic and silt
D. Gravel and peat
Answer» B. Sand and clay
9.

The ISCS classifies the soil in to __________

A. 12 groups
B. 15 groups
C. 18 groups
D. 16 groups
Answer» D. 16 groups
10.

Specific surface(SS) can also expressed as ________

A. Surface area of the particle per unit volume
B. Physical properties of the soil
C. Moisture content of the soil
D. None of the mentioned
Answer» B. Physical properties of the soil
11.

The term ‘silt’ in particle size classification system, can be replaced by ___________

A. Silt size
B. Clay size
C. Silt type
D. None of the mentioned
Answer» B. Clay size
12.

For engineering purpose, soil can be classified in terms of ___________

A. Particle size
B. Textural
C. Unified soil
D. All of the mentioned
Answer» E.
13.

The performance of the soil, when used for pavement construction is found out by using _____________

A. Quality test
B. Group index
C. Material test
D. None of the mentioned
Answer» C. Material test
14.

Which of the following terms are used to indicate grain sizes?

A. Gravel
B. Sand
C. Silt
D. All of the mentioned
Answer» E.
15.

The symbol ‘L’ represents which of the following soil types?

A. Silt and Clay
B. Gravel
C. All of the mentioned
D. None of the mentioned
Answer» B. Gravel
16.

Fine grained soil are subdivided based on ___________

A. Liquid limit and Plasticity index
B. Group Index
C. None of the mentioned
D. All of the mentioned
Answer» B. Group Index
17.

According to USCS, the fined grained soil are classified on the basis of _____________

A. Plasticity
B. Grain size distribution
C. Group index
D. Particle size composition
Answer» B. Grain size distribution
18.

The group index of a soil depends on ____________

A. Liquid limit
B. Plastic limit
C. All of the mentioned
D. None of the mentioned
Answer» B. Plastic limit
19.

Soil classification based on the particle size distribution is _____________

A. Unified soil classification
B. IS classification
C. Particle size classification
D. Textural classification
Answer» E.
20.

Public road administration (PRA) system is based on _____________

A. Particle-size composition and Plasticity characteristics
B. Particle size distribution
C. All of the mentioned
D. None of the mentioned
Answer» B. Particle size distribution
21.

Coarse grained soils, containing fines between 5-12%, are designated by ___________ Symbol.

A. GW-GM and SP-SM
B. CL-ML
C. None of the mentioned
D. All of the mentioned
Answer» B. CL-ML
22.

Chemical activity of a clay mineral depends on __________

A. Electric charge
B. Surface area
C. Compactness
D. Unit mass
Answer» C. Compactness
23.

What are the features required, for classifying a soil component as boulder?

A. Bulky hard
B. Diameter more than 30cm
C. Round to angular shape
D. All of the mentioned
Answer» E.
24.

The purpose of soil classification is to ___________

A. To arrange various soils types in to groups
B. To use it for various purpose
C. For finding its properties
D. For investigating the soil
Answer» B. To use it for various purpose
25.

Laboratory classification of fined grained soil is done with the help of ________

A. Plasticity chart
B. Textural classification chart
C. Kozney’s graphical method
D. None of the mentioned
Answer» B. Textural classification chart
26.

Systems which are used for classification of soil based on particle size are __________

A. PRA system of united states
B. Indian standard classification system
C. International soil classification
D. All of the mentioned
Answer» E.
27.

Soil occurring in nature, is composed of __________

A. Sand
B. Decomposed substance
C. All of the mentioned
D. None of the mentioned
Answer» B. Decomposed substance
28.

In Casagrande’s plasticity chart, the numbers in the chart denotes ____________

A. Relative suitability
B. Grade of the soil
C. Division of the group
D. None of the mentioned
Answer» B. Grade of the soil
29.

Based on HRB classification system, the soil are divided in to ___________

A. 2 primary groups
B. 6 primary groups
C. 7 primary groups
D. 6 primary groups
Answer» D. 6 primary groups
30.

The best known classification system in textural classification is __________

A. M.I.T. classification system
B. Triangular classification of U.S. public road administration
C. Indian classification system
D. International classification
Answer» C. Indian classification system
31.

Coarse grained soil is sub-divided in to _______________

A. Gravel and clay
B. Gravel and sand
C. Sand and silt
D. Silt and clay
Answer» C. Sand and silt
32.

According to ISCS, fine grained soils are subdivided in to ___________

A. 2
B. 4
C. 5
D. 3
Answer» E.
33.

The Indian standard soil classification system, (ISCS) was first developed in ___________

A. 1947
B. 1950
C. 1959
D. 1960
Answer» D. 1960
34.

Particle size classification system does not signify __________

A. Soil types
B. Soil Particle size
C. All of the mentioned
D. None of the mentioned
Answer» B. Soil Particle size
35.

Permeability of the soil depends on __________

A. Size of the soil particle
B. Moisture present in soil
C. Specific surface of the soil particle
D. Density of the soil
Answer» D. Density of the soil
36.

Highway research board (HRB) classification system is also known as__________

A. Indian classification system
B. Public road administration (PRA) system
C. International classification system
D. M.I.T. classification system
Answer» C. International classification system
37.

Microscopic soil particles have a very ___________

A. Larger specific surface
B. A larger volume
C. Small specific surface
D. Larger diameter
Answer» B. A larger volume
38.

Specific surface of a soil is related with __________

A. Chemical properties of the soil
B. Physical properties of the soil
C. General characteristic of the soil
D. All of the mentioned
Answer» C. General characteristic of the soil
39.

To use textural classification chart ___________ lines must be drawn.

A. Parallel to the three sides of the triangle
B. Parallel to the only one side of the triangle
C. Adjacent to the three sides of the triangle
D. Adjacent to the one sides of the triangle
Answer» B. Parallel to the only one side of the triangle
40.

A soil is considered as coarse grained, if it retains more than ___________ in a sieve.

A. 90% of the soil
B. 70% of the soil
C. 50% of the soil
D. 20% of the soil
Answer» D. 20% of the soil
41.

The type of triangle, used in textural classification of soil is _____________

A. Right angled triangle
B. Equilateral triangle
C. Perpendicular triangle
D. None of the mentioned
Answer» C. Perpendicular triangle
42.

By USCS system, soil are classified in to ___________ Major groups.

A. 2
B. 5
C. 6
D. 4
Answer» E.
43.

In particle size classification system, the soils are classified according to __________

A. Grain size
B. Properties
C. Shape
D. Solubility
Answer» B. Properties
44.

The A-line, in unified classification system table has the equation of __________

A. IP=WL-20
B. IP=0.73(WL-20)
C. IP=0.73(20-wL)
D. IP=20-WL
Answer» C. IP=0.73(20-wL)
45.

The harmonic diameter, can be found out by using __________

A. kozney’s method
B. casagrande method
C. Skempton’s method
D. Atterberg method
Answer» B. casagrande method
46.

The specific surface of a soil particle will be ___________

A. Proportional to inter-molecular surface
B. Inversely proportional to electric force
C. Proportional to the compressive force
D. Directly proportional to electric force
Answer» E.
47.

Specific surface is termed as __________

A. Total volume of soil particles
B. Total area of soil particles
C. Total surface area in a unit mass
D. Ratio of total surface to the total volume
Answer» D. Ratio of total surface to the total volume
48.

Specific surface of the soil particle increase very rapidly, as the grain size ____________

A. Increases
B. Decreases
C. Bulges
D. None of the mentioned
Answer» C. Bulges
49.

A factor, which is important for the magnitude of specific surface of soil particles is__________

A. Grain shape
B. Grain size
C. Both size and shape
D. Grain molecular structure
Answer» B. Grain size