A 250 mm square, 15mm long prestressed concrete pile (fc = 40 mpa) was driven at a site in Amsterdam as described by Heijnen and Janse. A conventional load test conducted 31 days later produced the load -settlement curve shown in figure. Using Davisson's method, compute the ultimate load capacity of this pile

Structural Analysis
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Chapter2: Loads On Structures
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A 250 mm square, 15mm long prestressed concrete pile (fc = 40 mpa) was driven at a site in Amsterdam as described by Heijnen and Janse. A conventional load test conducted 31 days later produced the load -settlement curve shown in figure. Using Davisson's method, compute the ultimate load capacity of this pile 

A 250 mm square, 15 m long prestressed concrete pile (fc = 40 MPa) was driven at a site in Amsterdam as described by
Heijnen and Janse (1985). A conventional load test conducted 31 days later produced the load-settlement curve shown in
Figure. Using Davisson method, compute the nominal axial downward load capacity of this pile.
Applied Downward Load, P (kN)
1000
500
10
40
50
Flgure Static load test results
Settlement, 8 (mm)
20
Transcribed Image Text:A 250 mm square, 15 m long prestressed concrete pile (fc = 40 MPa) was driven at a site in Amsterdam as described by Heijnen and Janse (1985). A conventional load test conducted 31 days later produced the load-settlement curve shown in Figure. Using Davisson method, compute the nominal axial downward load capacity of this pile. Applied Downward Load, P (kN) 1000 500 10 40 50 Flgure Static load test results Settlement, 8 (mm) 20
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