2. Determine the bearing capacity from the pile load test results in the following figure and equation using Davisson's method. Pile load test: Su = 4+ + D 120 QuL Ap Ep The pile tested is a 30 m precast concrete pile of 0.3 m diameter. The elastic modulus of the pile Ep is 30 × 106 kN/m². Submit the sheet below. Settlement (mm) Load (kN) 0 500 1000 0 Сл 5 10 Settlement (mm) 15 15 20 20 25 30 35 1500 2000 2500 3000

2. Determine the bearing capacity from the pile load test results in the following figure and equation using Davisson's method. Pile load test: Su = 4+ + D 120 QuL Ap Ep The pile tested is a 30 m precast concrete pile of 0.3 m diameter. The elastic modulus of the pile Ep is 30 × 106 kN/m². Submit the sheet below. Settlement (mm) Load (kN) 0 500 1000 0 Сл 5 10 Settlement (mm) 15 15 20 20 25 30 35 1500 2000 2500 3000

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.9P: Determine the maximum load that can be allowed on the 450 mm diameter pile shown in Figure P12.9,...

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Q1- Determine the allowable bearing load of the pile shown in figure Q1 using all the possible methods of solution. Mention the method used, and draw clear labeled drawings to clarify your calculations.
Please solve it complete in one hour