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Test: Soil Mechanics & FM- 1 - Civil Engineering (CE) MCQ


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25 Questions MCQ Test Civil Engineering SSC JE (Technical) - Test: Soil Mechanics & FM- 1

Test: Soil Mechanics & FM- 1 for Civil Engineering (CE) 2024 is part of Civil Engineering SSC JE (Technical) preparation. The Test: Soil Mechanics & FM- 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Soil Mechanics & FM- 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Soil Mechanics & FM- 1 below.
Solutions of Test: Soil Mechanics & FM- 1 questions in English are available as part of our Civil Engineering SSC JE (Technical) for Civil Engineering (CE) & Test: Soil Mechanics & FM- 1 solutions in Hindi for Civil Engineering SSC JE (Technical) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Soil Mechanics & FM- 1 | 25 questions in 50 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Civil Engineering SSC JE (Technical) for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Soil Mechanics & FM- 1 - Question 1

'Talus' is the soil transported by –

Test: Soil Mechanics & FM- 1 - Question 2

Lacustrine soils are those which are –

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Test: Soil Mechanics & FM- 1 - Question 3

Clay can be classified as

Test: Soil Mechanics & FM- 1 - Question 4

As per ISS the specific gravity of soil is determined at

Test: Soil Mechanics & FM- 1 - Question 5

The degree of saturation in soils can be defined as the ratio of –

Test: Soil Mechanics & FM- 1 - Question 6

When the pores of a soil are full of water then the soil sill be called –

Test: Soil Mechanics & FM- 1 - Question 7

A dry soil has a mass specific gravity of 1.35. It the specific gravity of solids is 2.7. then the voids ratio will be –

Test: Soil Mechanics & FM- 1 - Question 8

The specific gravity of sandy soil is –

Test: Soil Mechanics & FM- 1 - Question 9

The natural water content of the soil sample was found to be 40%, specific gravity is 2.7 and void ratio 1.2 then the degree of saturation of the soil will be –

Test: Soil Mechanics & FM- 1 - Question 10

A functional equation of specific gravity (G) water content (w), void ratio (e) and degree of
saturation (sr) is :-

Test: Soil Mechanics & FM- 1 - Question 11

The soil having unitormity coefficient less than 4 is called

Test: Soil Mechanics & FM- 1 - Question 12

The effective size of soil is

Test: Soil Mechanics & FM- 1 - Question 13

The uniformity co-efficient of soil is defined as the ratio of -

Test: Soil Mechanics & FM- 1 - Question 14

A flow net for seepage under a sheet pile wall has nf = 4 nd = 8 and the permeabilities of the soil in the horizontal direction are kh = 8× 10–5 m/sec and kv = = 2 × 10-5 m/sec. If the head loss through the soil is 2m, the quantity of seepage per meter length of the wall will be -

Detailed Solution for Test: Soil Mechanics & FM- 1 - Question 14

For a sheet pile the quantity of seepage per unit length of wall is given by q=k1.H

Test: Soil Mechanics & FM- 1 - Question 15

The plastic limit exists in case of

Test: Soil Mechanics & FM- 1 - Question 16

The percentage of porosity of loose sand is in the range -

Test: Soil Mechanics & FM- 1 - Question 17

The shear strength of a soil in the liquid limit state is –

Test: Soil Mechanics & FM- 1 - Question 18

The plastic index is

Test: Soil Mechanics & FM- 1 - Question 19

When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is –

Test: Soil Mechanics & FM- 1 - Question 20

The law that states that laminar flow in a saturated soil, the velocity is directly proportional to hydraulic gradient is called –

Test: Soil Mechanics & FM- 1 - Question 21

The dimensions of K are –

Test: Soil Mechanics & FM- 1 - Question 22

K is proportional to 'e' as

Test: Soil Mechanics & FM- 1 - Question 23

The e-log p curve shown in the figure is representative of –

Test: Soil Mechanics & FM- 1 - Question 24

Which of the following is not an assumption in the terzaghic's theory of one diamensional consolidation

Test: Soil Mechanics & FM- 1 - Question 25

A clay sample has a void ratio of 0.50 in dry state and specific gravity of solids = 2.70 its shrinkage limit will be –

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