solve it step by step with detail and sketches.subject: geotechnical designNote: urgently Q# 3. Calculate the bearing capacity and group efficiency of pile foundation installed in uniform clayof bulk unit weight, y of 20kN/m³ and undrained shear strength of C, of 50kN/m². The foundationconsists of 25 piles each 18m long, 0.4m in diameter and weight 60kN. The weight of the pile cap is600KN and founded 1m below the ground level. The adhesion factor a for the soil/pile interface has avalue of 0.8.

Answered: Image /qna-images/answer/dbd8b39a-8045-4851-9bc9-842be4240f16.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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