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Q # 3. Calculate the bearing capacity and group efficiency of pile foundation installed in uniform clay of bulk unit weight, y of 20kN/m³ and undrained shear strength of Cu of 50KN/m². The foundation consists of 25 piles each 18m long, 0.4m in diameter and weight 60kN. The weight of the pile cap is 600KN and founded 1m below the ground level. The adhesion factor a for the soil/pile interface has a value of 0.8.

Q # 3. Calculate the bearing capacity and group efficiency of pile foundation installed in uniform clay of bulk unit weight, y of 20kN/m³ and undrained shear strength of Cu of 50KN/m². The foundation consists of 25 piles each 18m long, 0.4m in diameter and weight 60kN. The weight of the pile cap is 600KN and founded 1m below the ground level. The adhesion factor a for the soil/pile interface has a value of 0.8.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q# 3. Calculate the bearing capacity and group efficiency of pile foundation installed in uniform clay of bulk unit weight, y of 20kN/m³ and undrained shear strength of C, of 50kN/m². The foundation consists of 25 piles each 18m long, 0.4m in diameter and weight 60kN. The weight of the pile cap is 600KN and founded 1m below the ground level. The adhesion factor a for the soil/pile interface has a value of 0.8.
Transcribed Image Text:Q# 3. Calculate the bearing capacity and group efficiency of pile foundation installed in uniform clay of bulk unit weight, y of 20kN/m³ and undrained shear strength of C, of 50kN/m². The foundation consists of 25 piles each 18m long, 0.4m in diameter and weight 60kN. The weight of the pile cap is 600KN and founded 1m below the ground level. The adhesion factor a for the soil/pile interface has a value of 0.8.
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