GATE CE 1999 | Definitions and Properties of Soils Question 27 | Geotechnical Engineering

Origin of Soils

Marks 1

Definitions and Properties of Soils

Marks 1 Marks 2

Classification of Soils and Clay Mineralogy

Marks 1

Effective Stress and Permeability

Marks 1 Marks 2

Seepage Analysis

Marks 1 Marks 2

Compaction of Soil

Marks 1 Marks 2

Compressibility and Consolidation

Marks 1 Marks 2

Shear Strength of Soil

Marks 1 Marks 2

Stress Distribution of Soil

Marks 1 Marks 2

Retaining Wall and Earth Pressure

Stability of Slopes

Shallow Foundation

Pile Foundation

Soil Stabilization

GATE CE 1999

MCQ (Single Correct Answer)

-0.3

Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on

Equilibrium of floating bodies

Archimede's principle

Stoke's law

Darcy's law

GATE CE 1997

MCQ (Single Correct Answer)

-0.3

If the porosity of a soil sample is 20%, the void ratio is

0.20

0.80

1.00

0.25

GATE CE 1996

MCQ (Single Correct Answer)

-0.3

Which one of the following relations is not correct?

$$\mathrm e=\frac{\mathrm n}{1-\mathrm n}$$

$$\gamma_{sat}=\gamma_w\left[\frac{G+e}{1+e}\right]$$

$$\mathrm n=\frac{\mathrm e}{1-\mathrm e}$$

$$\mathrm e=\frac{\mathrm{wG}}{\mathrm S}$$

GATE CE 1995

True or False

-0

The void ratio of a soil sample can exceed unity.

TRUE

FALSE

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Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization