3. A cut slope is to made in a soil having a unit weight of 16.5 kN/m³, a cohesion of 28.8 kPa and an angle of friction of 20°. The side of the cut slope will make an angle of 50° with the horizontal. If the factor of safety of the cut is 2.5 1.Compute the angle of friction of friction that develops along the potential failure surface. 2.Compute the depth of the cut slope. 3.Compute the stability number.
3. A cut slope is to made in a soil having a unit weight of 16.5 kN/m³, a cohesion of 28.8 kPa and an angle of friction of 20°. The side of the cut slope will make an angle of 50° with the horizontal. If the factor of safety of the cut is 2.5 1.Compute the angle of friction of friction that develops along the potential failure surface. 2.Compute the depth of the cut slope. 3.Compute the stability number.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Whoever will solve this problem. Thank you so much in advance. It is geotechnical engineering problem.
![3. A cut slope is to made in a soil having a unit weight of 16.5 kN/m³, a cohesion of 28.8 kPa
and an angle of friction of 20°. The side of the cut slope will make an angle of 50° with the
horizontal. If the factor of safety of the cut is 2.5
1.Compute the angle of friction of friction that develops along the potential failure surface.
2.Compute the depth of the cut slope.
3.Compute the stability number.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F981b7f20-71e2-4710-b4a2-a9d20193c599%2F1f9522cb-f995-4e0f-83b1-a1df1b2cfd1a%2Fb57l6vh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. A cut slope is to made in a soil having a unit weight of 16.5 kN/m³, a cohesion of 28.8 kPa
and an angle of friction of 20°. The side of the cut slope will make an angle of 50° with the
horizontal. If the factor of safety of the cut is 2.5
1.Compute the angle of friction of friction that develops along the potential failure surface.
2.Compute the depth of the cut slope.
3.Compute the stability number.
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