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Soil Mechanics and Foundation Engineering - Section 1 (5)

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Soil Mechanics and Foundation Engineering - Section 1

Here in this portion, you will get all the
basic and important MCQs which are based on this topic.

33. 

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

A. porosity
B. specific gravity
C. void ratio
D. water content.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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34. 

Factor of safety against sliding of a slope, is the ratio of

A. actual cohesion to that required to maintain stability of slope
B. shear strength to shear stress along the surface
C. neither (a) nor (b)
D. both (a) and (b).

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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35. 

Pick up the clay soil group which does not swell when wet from the following :

A. Kaolinite group
B. Illite group
C. Vermiculite group
D. Montrorillonite group.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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36. 

Under-reamed piles are generally

A. driven piles
B. bored piles
C. precast piles
D. all the above.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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37. 

A flow line makes angles θ1 and θ2 with the normal to the interface of the soils having permeabilities k1, k2 before and after deflection. According to the law of deflection of the flow lines at the interface of the dissimilar soils

A. 35-11.94-1
B. 35-11.94-2
C. 35-11.94-3
D. 35-11.94-4

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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38. 

If Nf, Nd and H are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where K is a constant)

A. 35-11.93-1
B. 35-11.93-2
C. 35-11.93-3
D. 35-11.93-4

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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39. 

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

A. less than 1
B. 1
C. more than 1
D. None of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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40. 

Minimum size of the particles of silt soil, is

A. 0.002 mm
B. 0.04 mm
C. 0.06 mm.
D. 0.08 mm
E. 1 mm

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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