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Test: Soil Mechanics - 2

25 Questions MCQ Test Civil Engineering SSC JE (Technical) | Test: Soil Mechanics - 2

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This mock test of Test: Soil Mechanics - 2 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 - 2 (mcq) to study with solutions a complete question bank. The solved questions answers in this Test: Soil Mechanics - 2 quiz give you a good mix of easy questions and tough questions. Civil Engineering (CE) students definitely take this Test: Soil Mechanics - 2 exercise for a better result in the exam. You can find other Test: Soil Mechanics - 2 extra questions, long questions & short questions for Civil Engineering (CE) on EduRev as well by searching above.
QUESTION: 1

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QUESTION: 2

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QUESTION: 3

The strength of soil is usually identified by

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QUESTION: 4

The coefficient of active earth pressure is given by –

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QUESTION: 5

The bearing capacity of a soil depends on -

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QUESTION: 6

Maximum bearing capacity can be expected from –

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QUESTION: 7

Quick sand –

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QUESTION: 8

Taylor's stability number is equal to –

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QUESTION: 9

For a base failure, the depth factor Df is –

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QUESTION: 10

Which of the following earth pressrue theories is diretly applicable to bulk heads –

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QUESTION: 11

A/C to Terzaghi's Theory. The ultimate bearing capacity at ground surface capacity at ground surface for a purely cohesive soil and for a smooth base of a strip footing is –

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QUESTION: 12

Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by –

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QUESTION: 13

The maximum differential settlement in isolated footings on clay soils should be –

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QUESTION: 14

According to skempton's formula for a surface footing of square shape , the net ultimate bearing capacity on a purely cohesive soil of cohesion c is

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QUESTION: 15

Undisturbed soil samples are required for conducting

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QUESTION: 16

Compression index on a soil helps to determine

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QUESTION: 17

When the degree of consolidation is 50%, the time factor is about

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QUESTION: 18

According to Bousinesq's theory, the vertical stress at a point in a semi-infinite soil mass depends upon

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QUESTION: 19

The process by which a mass of saturated soil is caused by external forces to suddenly lose its shear strength and to behave as a fluid is called

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QUESTION: 20

By using sieve analysis, the particle size distribution curve has been plotted for a particular soil. The coefficient of curvature Cc is given by

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QUESTION: 21

Given below are methods of compaction:

1. Vibration technique

2. Flooding the soil

3. Sheep-foot roller

4. Tandam roller

5. Heavy weights dropped from a height

The method suitable for cohesionless soils include

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QUESTION: 22

Th lime stabilization is very effective in treating :

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QUESTION: 23

Which one of the following has least bearing capacity ?

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QUESTION: 24

Black cotton soil is not suitable for foundatio because of its:

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QUESTION: 25

The depth of foundation is usually calculated from ?

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