Calculate the potential shear strength on a horizontal plane at a depth of 3 m below the surface in a formation of cohesion less soil when the water table is at a depth of 3.5 m. The degree of saturation may be taken as 0.5 on the average. Void ratio is 0.50; Grain specific gravity is 2.70 and angle of internal friction is 30°. What will be the modified value of shear strength if the water table reaches the ground surface?
Calculate the potential shear strength on a horizontal plane at a depth of 3 m below the surface in a formation of cohesion less soil when the water table is at a depth of 3.5 m. The degree of saturation may be taken as 0.5 on the average. Void ratio is 0.50; Grain specific gravity is 2.70 and angle of internal friction is 30°. What will be the modified value of shear strength if the water table reaches the ground surface?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Calculate the potential shear strength on a horizontal plane at a
depth of 3 m below the surface in a formation of cohesion less soil
when the water table is at a depth of 3.5 m. The degree of saturation
may be taken as 0.5 on the average. Void ratio is 0.50; Grain specific
gravity is 2.70 and angle of internal friction is 30°. What will be the
modified value of shear strength if the water table reaches the
ground surface?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F51c480eb-dc47-44f3-9b3d-2d454947832d%2F9a39ff9f-0479-453e-b3e9-5368b867ad53%2Fm3ghyax_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Calculate the potential shear strength on a horizontal plane at a
depth of 3 m below the surface in a formation of cohesion less soil
when the water table is at a depth of 3.5 m. The degree of saturation
may be taken as 0.5 on the average. Void ratio is 0.50; Grain specific
gravity is 2.70 and angle of internal friction is 30°. What will be the
modified value of shear strength if the water table reaches the
ground surface?
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