Civil Engineering Soil Mechanics and Foundation Engineering Online Test
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Civil Engineering Soil Mechanics and Foundation Online Test. The Civil Engineering Full online mock test paper is free for all students and Very Helpful for Exam Preparation. Civil Engineering Question and Answers in English. Civil Engineering Online Mock test for Civil Engineering Soil Mechanics and Foundation Topic. Here we are providing Civil Engineering Soil Mechanics and Foundation Online Test Series in English. Check Civil Engineering Mock Test Series 2024.
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Question 1 of 30
1. Question
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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Question 2 of 30
2. Question
The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
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Question 3 of 30
3. Question
Pick up the correct statement from the following:
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Question 4 of 30
4. Question
Which one of the following statements is true ?
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Question 5 of 30
5. Question
The lateral earth pressure on a retaining wall
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Question 6 of 30
6. Question
The internal molecular attraction of a soil, the cohesion
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Question 7 of 30
7. Question
The quantity of seepage of water through soils is proportional to
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Question 8 of 30
8. Question
When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
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Question 9 of 30
9. Question
The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known
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Question 10 of 30
10. Question
Minimum size of the particles of silt soil, is
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Question 11 of 30
11. Question
The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
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Question 12 of 30
12. Question
Under-reamed piles are generally
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Question 13 of 30
13. Question
Pick up the clay soil group which does not swell when wet from the following :
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Question 14 of 30
14. Question
Factor of safety against sliding of a slope, is the ratio of
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Question 15 of 30
15. Question
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 16 of 30
16. Question
A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is
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Question 17 of 30
17. Question
According to Coulomb’s wedge theory, the active earth pressure slides the wedge
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Question 18 of 30
18. Question
Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
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Question 19 of 30
19. Question
The coefficient of compressibility of soil, is the ratio of
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Question 20 of 30
20. Question
If the failure of a finite slope occurs through the toe, it is known as
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Question 21 of 30
21. Question
Rankine’s theory of active earth pressure assumes
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Question 22 of 30
22. Question
The water content of soil is defined as the ratio of
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Question 23 of 30
23. Question
Accurate determination of water content, is made by
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Question 24 of 30
24. Question
Stoke’s law sates that the velocity at which a grain settles out of suspension, the other factors remaining constant, is dependent upon
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Question 25 of 30
25. Question
Pick up the correct statement from the following:
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Question 26 of 30
26. Question
Pick up the correct statement from the following :
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Question 27 of 30
27. Question
The liquid limit and plastic limit exist in
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Question 28 of 30
28. Question
The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
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Question 29 of 30
29. Question
The ultimate Settlement of a soil is directly proportional to:
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Question 30 of 30
30. Question
The seepage force in a soil, is
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