Test: Soil Mechanics - 1


25 Questions MCQ Test Civil Engineering SSC JE (Technical) | Test: Soil Mechanics - 1


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This mock test of Test: Soil Mechanics - 1 for Civil Engineering (CE) helps you for every Civil Engineering (CE) entrance exam. This contains 25 Multiple Choice Questions for Civil Engineering (CE) Test: Soil Mechanics - 1 (mcq) to study with solutions a complete question bank. The solved questions answers in this Test: Soil Mechanics - 1 quiz give you a good mix of easy questions and tough questions. Civil Engineering (CE) students definitely take this Test: Soil Mechanics - 1 exercise for a better result in the exam. You can find other Test: Soil Mechanics - 1 extra questions, long questions & short questions for Civil Engineering (CE) on EduRev as well by searching above.
QUESTION: 1

Which of the following types of soil is transported by gravitational forces?

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QUESTION: 2

Water content of soil can

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QUESTION: 3

Which of the following types of soil is transported by gravitational forces?

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QUESTION: 4

A fully saturated soil is said to be

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QUESTION: 5

Total number of stress components at a point within a soil mass loaded at its boundary is

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QUESTION: 6

The submerged density of soil in terms of unit weight of watergw, specific gravity G and Voids
ratio e is given by the expression

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QUESTION: 7

A soil has a bulk density of 22 kN/m3 and water content 10%. The dry density of soil is

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QUESTION: 8

If the voids of a soil mass are full of air only, the soil is termed as

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QUESTION: 9

Valid range for n, the percentage voids, is

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QUESTION: 10

Select the correct statement.

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QUESTION: 11

Voids ratio of a soil mass can

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QUESTION: 12

If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

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QUESTION: 13

When the degree of saturation is zero, the soil mass under consideration represents

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QUESTION: 14

In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is

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Liquid limit is defined as the moisture content at which a groove made in a pat of soil will flow through a distance of 13mm under an impact of 25 blows. Using linear interpolation with the help of flow curve we can get the above.

QUESTION: 15

If the degree of saturated of a partially saturated soil is 60% then air content of the soil is

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QUESTION: 16

If the water content of a fully, saturated soil mass is 100%, then the voids ratio of the sample is

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QUESTION: 17

The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known

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QUESTION: 18

Relative density of a compacted dense sand is approximately equal to

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QUESTION: 19

If the sand in - situ is in its densest state, then the relative density of sand is

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QUESTION: 20

Which of the following methods is most accurate for the determination of the water content of soil?

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QUESTION: 21

For proper field control which of the following methods is best suited for quick determination of water content of a soil mass?

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QUESTION: 22

A pycnometer is used to determine

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QUESTION: 23

Stoke’s law is valid only if the size of particle is

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QUESTION: 24

In hydrometer analysis for a soil mass

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QUESTION: 25

The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

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