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Answer Five Questions

Attempt 5 most important questions for your upcoming exams!

No. Of Questions:	05
Subject:	Soil Mechanics
Exams:	UPPCS AE Exam

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1 / 5

Tergazhi's theory of one dimensional consolidation assumes

deformation of the soil, is entirely due to change in volume

soil is homogeneous and fully saturated

water and soil particles are incompressible

all the above.

Darcey's law for the velocity of flow of water through soil, is perfectly valid

2 / 5

A grillage foundation

is treated as spread foundation

all the above.

is provided for heavily loaded isolated columns

consists of two sets of perpendicularly placed steel beams

3 / 5

The property of a soil which allows it to be deformed rapidly without rupture, elastic rebound and also a volume change, is known

plasticity

ductility.

permeability

porosity

4 / 5

If the natural moisture content, the liquid limit and plastic limit of a soil sample are stated as 30.5%, 42.5% and 22.5% respectively, the ratio of liquidity index and plastic index, is

2.5

1/2

1/3

5 / 5

The angle of internal friction is maximum for

round-grained loose sand

round-grained dense sand

angular-grained dense sand

clays

angular-grained loose sand

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