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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
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.
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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