91) Falling head permeameter is preferable when soil sample is

Answer Discuss in Comment

clayey

92) The range of coefficient of permeability of sands is about

Answer Discuss in Comment

10^-2 to 1

93) The value of the coefficient of permeability of clays is

Answer Discuss in Comment

< 10^-6

94) The presence of entrapped air in a soil will

Answer Discuss in Comment

decrease the permeability

95) The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m and of sp. gr. 2.67 and void ratio of 0.67 is equal to

Answer Discuss in Comment

1.5 m

96) The phenomenon in which a cohesionless soil loses all its shear strength and the soil particles have a tendency to move up in the direction of flow, is known as

Answer Discuss in Comment

all the above

97) The quantity of seepage in a soil is

Answer Discuss in Comment

directly proportional to the coeff. of permeability

98) Flow net consists of a number of stream lines and equipotential lines which are

Answer Discuss in Comment

orthogonal to each other

99) The seepage force in a soil is

Answer Discuss in Comment

perpendicular to the equipotential lines

100) The coefficient grain size of soil (D ) is 0.3 mm, the value of coefficient of permeability as per Hazen is (coefficient of Hazen C = 10)

Answer Discuss in Comment

0.9 mm/ sec

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Soil Mechanics & Foundation

91) Falling head permeameter is preferable when soil sample is

92) The range of coefficient of permeability of sands is about

93) The value of the coefficient of permeability of clays is

94) The presence of entrapped air in a soil will

95) The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m and of sp. gr. 2.67 and void ratio of 0.67 is equal to

96) The phenomenon in which a cohesionless soil loses all its shear strength and the soil particles have a tendency to move up in the direction of flow, is known as

97) The quantity of seepage in a soil is

98) Flow net consists of a number of stream lines and equipotential lines which are

99) The seepage force in a soil is

100) The coefficient grain size of soil (D ) is 0.3 mm, the value of coefficient of permeability as per Hazen is (coefficient of Hazen C = 10)

Subject Notes

Objective Box

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Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

Soil Mechanics & Foundation

91) Falling head permeameter is preferable when soil sample is

92) The range of coefficient of permeability of sands is about

93) The value of the coefficient of permeability of clays is

94) The presence of entrapped air in a soil will

95) The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m and of sp. gr. 2.67 and void ratio of 0.67 is equal to

96) The phenomenon in which a cohesionless soil loses all its shear strength and the soil particles have a tendency to move up in the direction of flow, is known as

97) The quantity of seepage in a soil is

98) Flow net consists of a number of stream lines and equipotential lines which are

99) The seepage force in a soil is

100) The coefficient grain size of soil (D ) is 0.3 mm, the value of coefficient of permeability as per Hazen is (coefficient of Hazen C = 10)

Subject Notes

Objective Box

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