19-mm thick soil has water table 5m. below the ground surface. The soil has a void ratio of 0.55 and specific gravity of 2.63. Above the water table, the soil has a degree of saturation equal to 44.53%. Direct shear test conducted on the soil shows that the an angle of internal friction of 27.48° and cohesion of 16.27 kPa. What is the potential shear strength (in kPa) on a horizontal plane at a depth of 9m. below the ground surface?
19-mm thick soil has water table 5m. below the ground surface. The soil has a void ratio of 0.55 and specific gravity of 2.63. Above the water table, the soil has a degree of saturation equal to 44.53%. Direct shear test conducted on the soil shows that the an angle of internal friction of 27.48° and cohesion of 16.27 kPa. What is the potential shear strength (in kPa) on a horizontal plane at a depth of 9m. below the ground surface?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 19-mm thick soil has water table 5m. below the ground surface. The soil has a void ratio of 0.55 and specific gravity of 2.63. Above the water table, the soil has a degree of saturation equal to 44.53%. Direct shear test conducted on the soil shows that the an angle of internal friction of 27.48° and cohesion of 16.27 kPa. What is the potential shear strength (in kPa) on a horizontal plane at a depth of 9m. below the ground surface?
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