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UPPSC AE Paper-1 Quiz-18 (App update required to attempt this test)

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Question 1

A land leveler having mass m and diameter 500 mm moves on a step which is 30 mm in height as shown. The leveler is either pushed or pulled and makes 0.2 as a coefficient of friction between roller and grounD. Select the correct free body diagram of the leveler.

Question 2

The proportion of second moment of area about the centroidal axis to second moment of area about the base of a rectangle will be

Question 3

The natural void ratio of a saturated clay strata, 3 m thick 0.The final void ratio of the clay at the end of the consolidation is expected to be 0.71. The total consolidation settlement of the clay strata in cm

Question 4

Consider following statements regarding compaction of soil:

1. Soil compacted dry side of optimum is more permeable than that of compacted wet side of optimum.

2. Soil compacted wet side of optimum show less swelling than that compacted dry of optimum.

3. Soil compacted dry side of optimum has flocculated structure.

Correct statements (s) is/are

Question 5

A pile of 0.50 m diameter and length 10 m is embedded in a deposit of clay. The undrained shear parameters of the clay are C = 60 KN/m² and angle of internal friction is 0. The skin friction capacity of the pile for an adhesion factor of 0.6 is:

Question 6

Most common method of prestressing used for factory production is

Question 7

A simply supported beam carrying uniformly distributed load will be safe in deflection if the ratio of its span and depth is? (Span = 7 meter)

Question 8

A soil has liquid limit of 60%, plastic limit of 35%, shrinkage limit of 20% and it has a natural moisture content of 50%. What is the liquidity index of the soil?

Question 9

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

Question 10

Direct shear test can be conducted for:

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