20 m long bored concrete pile having a diameter of 350 mm is load tested, and the data are given below: Load (kN) 0 250 500 750 1000 1250 1000 750 500 250 0 Settlement (mm) 0 2.0 5.0 8.2 15.0 39.6 39.5 38.2 37.5 36.1 35.5 Given: Econcrete = 25 x 103 MN/m2 . a. Estimate the allowable pile load using Davisson's (1973) method, with FS=2.5. b. At the maximum load of 1250 kN, what are the total and net settlements?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 20 m long bored concrete pile having a diameter of 350 mm is load tested, and the data are given below:

Load (kN) 0 250 500 750 1000 1250 1000 750 500 250 0
Settlement (mm) 0 2.0 5.0 8.2 15.0 39.6 39.5 38.2 37.5 36.1 35.5

Given: Econcrete = 25 x 10MN/m2 .

a. Estimate the allowable pile load using Davisson's (1973) method, with FS=2.5.

b. At the maximum load of 1250 kN, what are the total and net settlements?

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