A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively

Soil Mechanics and Foundation
A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively

0.05 N/mm² and 45°

0.2 N/mm² and 0°

0.05 N/mm² and 0°

0.5 N/mm² and 30°

0.05 N/mm² and 45°

0.2 N/mm² and 0°

0.05 N/mm² and 0°

0.5 N/mm² and 30°

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Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

directly proportional to drainage path and inversely proportional to time

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S < 0

0 < S < 100

0 ≤ S ≤ 100

S > 0

S < 0

0 < S < 100

0 ≤ S ≤ 100

S > 0

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0

1.0 and 0.5

1.0 and 0.0

0.5 and 1.0

0.0 and 1.0

1.0 and 0.5

1.0 and 0.0

0.5 and 1.0

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m

between 750 mm and 1 m

between 300 mm and 750 mm

less than 300 mm

greater than 1 m

between 750 mm and 1 m

between 300 mm and 750 mm

less than 300 mm

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

normally consolidated clay

under-consolidated clay

over-consolidated clay with a low over-consolidation ratio

over-consolidated ciay with a high over-consolidation ratio

normally consolidated clay

under-consolidated clay

over-consolidated clay with a low over-consolidation ratio

over-consolidated ciay with a high over-consolidation ratio

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Soil Mechanics and Foundation

Soil Mechanics and Foundation Degree of consolidation is

Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is

Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ?

Soil Mechanics and Foundation
Degree of consolidation is

Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?