Assume in problem 2 that the water table is at the ground surface and the saturated unit weight is 18.5 kN/m³. All the other data remain the same. Determine Qult and Qall of the pile.
Assume in problem 2 that the water table is at the ground surface and the saturated unit weight is 18.5 kN/m³. All the other data remain the same. Determine Qult and Qall of the pile.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve problem 3
![Problem 3:
Assume in problem 2 that the water table is at the ground surface
and the saturated unit weight is 18.5 kN/m³. All the other data
remain the same. Determine Qult and Qall of the pile.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fad9dd0b0-9da8-405e-b65f-3af7a52cb1a5%2Fd61d8518-642c-43a9-8718-73b85fccf150%2Fwmqzsr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 3:
Assume in problem 2 that the water table is at the ground surface
and the saturated unit weight is 18.5 kN/m³. All the other data
remain the same. Determine Qult and Qall of the pile.
![Problem 2:
A concrete pile of 45 cm diameter was driven into sand to medium
density to a depth of 15m. The average unit weight of soil along the
length of the pile is 17.5 kN/m³ and the average angle of friction is
30°. Assume the water table is at great depth. Calculate the ultimate
bearing capacity of the pile.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fad9dd0b0-9da8-405e-b65f-3af7a52cb1a5%2Fd61d8518-642c-43a9-8718-73b85fccf150%2Fxxjxvp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 2:
A concrete pile of 45 cm diameter was driven into sand to medium
density to a depth of 15m. The average unit weight of soil along the
length of the pile is 17.5 kN/m³ and the average angle of friction is
30°. Assume the water table is at great depth. Calculate the ultimate
bearing capacity of the pile.
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