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List of Top Soil Mechanics and Foundation Engineering Questions on Definitions and Relationships

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Soil Mechanics and Foundation Engineering
Definitions and Relationships
Q1)

______ refers to the amount of empty space within a given material.

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q2)

Find the porosity of a soil sample having void ratio of 0.50 and a moisture content of 30% will be -

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q3)

A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in a state of

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q4)
If the voids of a soil are completely filled with air, then it is called
Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q5)

The mass of the solids per unit total volume refers to is defined as:

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q6)

A saturated sand sample has a dry unit weight of 18 kN/m 3and a specific gravity of 2.65. If γ w= 9.81 kN/m 3, then, what is the water content of the soil?

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q7)

The compacted soil sample has 250 g mass and 1.89 g/cm3 density using 12% water content. If the specific gravity of the soil is 2.74 and density of water is 1 g/cm3, the degree of saturation is approximately _______.

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q8)

If the porosity of soil is close to 33%, then its void ratio will be closer to____.

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q9)

The relationship between void ratio e and porosity n is given by

Soil Mechanics and Foundation EngineeringDefinitions and Relationships
Q10)

The submerged or buoyant unit weight of soil is equal to the ______ of the unit weight of saturated soil and unit weight of water.

Soil Mechanics and Foundation EngineeringDefinitions and Relationships