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Test: Soil Mechanics & FM- 3 - Civil Engineering (CE) MCQ


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25 Questions MCQ Test Civil Engineering SSC JE (Technical) - Test: Soil Mechanics & FM- 3

Test: Soil Mechanics & FM- 3 for Civil Engineering (CE) 2024 is part of Civil Engineering SSC JE (Technical) preparation. The Test: Soil Mechanics & FM- 3 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Soil Mechanics & FM- 3 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Soil Mechanics & FM- 3 below.
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Test: Soil Mechanics & FM- 3 - Question 1

Liquids

Detailed Solution for Test: Soil Mechanics & FM- 3 - Question 1
  • Liquids have definite volume but do not have a definite shape.
  • The intermolecular spaces in liquids are more than solids thus they can be compressed but to a very little extent.
Test: Soil Mechanics & FM- 3 - Question 2

Attraction between molecules of a liquid and that of solid boundary surface in contact with liquid is called

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Test: Soil Mechanics & FM- 3 - Question 3

The tendency of small drop of fallen water to remain in a spherical form is due to the property of

Test: Soil Mechanics & FM- 3 - Question 4

While converting absolute unit into gravitational system 1 gram wt. is equivalent to

Test: Soil Mechanics & FM- 3 - Question 5

The weight per unit volume of a liquid at a standard temperature and pressure is called

Test: Soil Mechanics & FM- 3 - Question 6

The ratio of specific weight of a liquid to the specific weight of pure water at a standard temperature is called

Test: Soil Mechanics & FM- 3 - Question 7

As ideal fluid is

Test: Soil Mechanics & FM- 3 - Question 8

An ideal flow of any fluid must fulfil the following

Test: Soil Mechanics & FM- 3 - Question 9

Which of the following fluids can be classified as non-Newtonian?

1. Kerosene oil

2. Diesel oil

3. Human blood

4. Toothpaste

5. WaterSelect

the correct answer using the codes

Test: Soil Mechanics & FM- 3 - Question 10

A pressure increase of 200 N/cm2 increased density of water by 0.1%. The bulk modulus of elasticity of water is equal to

Test: Soil Mechanics & FM- 3 - Question 11

The ratio of pressures between two points A and B located respectively at depths 0.5 m, and 2 m below a constant level of water in a tank is

Test: Soil Mechanics & FM- 3 - Question 12

Poise has the unit of

Test: Soil Mechanics & FM- 3 - Question 13

Mercury is often used in barometer because

Test: Soil Mechanics & FM- 3 - Question 14

Bernoulli’s equation is applied to

Test: Soil Mechanics & FM- 3 - Question 15

The velocity of the liquid flowing through the divergent portion of a venturimeter

Test: Soil Mechanics & FM- 3 - Question 16

Pitot tube is a device used in the flowing fluid for measuring

Test: Soil Mechanics & FM- 3 - Question 17

In a venturimeter, the approximate value of constant or coefficient of discharge for fluids having low viscosity should be 

Test: Soil Mechanics & FM- 3 - Question 18

The formula used in Pitot tube with standard abbreviation is

Test: Soil Mechanics & FM- 3 - Question 19

The force of resistance offered by an inert mass to the acceleration of a particle is known as

Test: Soil Mechanics & FM- 3 - Question 20

Froude Number is the ratio of inertia force to

Test: Soil Mechanics & FM- 3 - Question 21

The ratio between inertia force and viscous force is called

Test: Soil Mechanics & FM- 3 - Question 22

Mach’s number is square root of the ratio between inertia force and the

Test: Soil Mechanics & FM- 3 - Question 23

The Euler’s number is the square root of the ratio between the inertia force and the

Test: Soil Mechanics & FM- 3 - Question 24

Square root of the ratio of inertia force to the surface tension force is known as

Test: Soil Mechanics & FM- 3 - Question 25

In MLT system the dimensions of specific volume would be

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