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An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is
- a)20.020
- b)21.050
- c)23.330
- d)30.000
Correct answer is option 'B'. Can you explain this answer?
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An infinite soil slope with an inclination of 350 is subjected to seep...
The factor of safety with respect to shear strength is given by,
The shear strength mobilised, thus may be written as,
The shear strength mobilised, thus may be written as,
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An infinite soil slope with an inclination of 350 is subjected to seep...
Degrees is stable if the angle of internal friction of the soil is greater than the slope angle. In this case, the slope angle is 35 degrees. If the angle of internal friction of the soil is less than 35 degrees, the slope will be unstable and prone to failure.
To determine the stability of the slope, we need to consider the forces acting on it. The two main forces are the gravitational force acting downward and the shear strength of the soil resisting the movement.
When the soil slope is stable, the shear strength of the soil must be greater than or equal to the shear stress generated by the weight of the soil mass. The shear stress is calculated by multiplying the weight of the soil by the sine of the slope angle.
If the angle of internal friction (ϕ) is greater than 35 degrees, the shear strength will be greater than the shear stress, and the slope will be stable. However, if ϕ is less than 35 degrees, the shear strength will be less than the shear stress, leading to slope failure.
Therefore, to determine the stability of an infinite soil slope with an inclination of 35 degrees, we need to know the angle of internal friction of the soil.
To determine the stability of the slope, we need to consider the forces acting on it. The two main forces are the gravitational force acting downward and the shear strength of the soil resisting the movement.
When the soil slope is stable, the shear strength of the soil must be greater than or equal to the shear stress generated by the weight of the soil mass. The shear stress is calculated by multiplying the weight of the soil by the sine of the slope angle.
If the angle of internal friction (ϕ) is greater than 35 degrees, the shear strength will be greater than the shear stress, and the slope will be stable. However, if ϕ is less than 35 degrees, the shear strength will be less than the shear stress, leading to slope failure.
Therefore, to determine the stability of an infinite soil slope with an inclination of 35 degrees, we need to know the angle of internal friction of the soil.
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An infinite soil slope with an inclination of 350 is subjected to seep...
21.05
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An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer?
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An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer?.
An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer?.
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An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer?, a detailed solution for An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? has been provided alongside types of An infinite soil slope with an inclination of 350 is subjected to seepage parallel to its surface. The soil has c' = 100 kN/m2 and φ = 300. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle isa)20.020 b)21.050c)23.330 d)30.000Correct answer is option 'B'. Can you explain this answer? theory, EduRev gives you an
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