Soil Mechanics MCQ Civil Engineering Questions Answers


31) Unconfined compressive strength test is :

a) Undrained test

b) Drained test

c) Consolidated undrained test

d) Consolidated drained test

View Answer
Option – a)

32) If the unit weight of soil is 20 kn/m3 cohesion is 15 kn/m2, factor of safety is 1.5 and the stability number is 0.05, the safe maximum height of the slope is

a) 5.0 m

b) 8.0 m

c) 10.0 m

d) 12.0 m

View Answer
Option – c)

33) The pore water pressure in the capillary zone is

a) Zero

b) Positive

c) Negative

d) Very low

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Option – c)

34) The earth pressure distribution due to surcharge load q per unit area is

a) Triangular

b) Rectangular

c) Parabolic

d) Circular

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Option – b)

35) The weight of hammer used in Standard Penetration test is

a) 50 kg

b) 60 kg

c) 63.5 kg

d) 75 kg

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Option – c)

36) The SPA value is recorded for the penetration of split barrel sampler for a penetration of

a) 15 cm

b) 30 cm

c) 45 cm

d) 60 cm

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Option – b)

37) The minimum slope of the well curb in well foundation should be (V : H)

a) 1 : 2

b) 1 : 1

c) 2 : 1
d) 3 : 1

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Option – b)

38) Resistance load due to skin friction for a pile varies with

a) L

b) L2

c) D2

d) LD

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Option – d)

39) The area ratio of sampler should not exceed

a) 10%

b) 25%

c) 50%

d) 75%

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Option – a)

40) The term Soil Mechanics was coined by

(a) Rankine

(b) Newton

(c) Terzaghi

(d) Newmark

View Answer
Option – c)