´Concrete pile 460 mm x 460 mm Loose sand di = 30° y = 18.6 kN/m³ 20 m Dense sand d'½ = 42° y = 18.5 kN/m3 Figure P9.1 E, = m Pa

Structural Analysis
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Chapter2: Loads On Structures
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A 20-m-long concrete pile is shown in Figure P9.1. Estimate the ultimate point load Qp by
a. Meyerhof’s method
b. Vesic’s method
c. Coyle and Castello’s method
Use m = 600 in Eq. (9.26).

´Concrete pile
460 mm x 460 mm
Loose sand
di = 30°
y = 18.6 kN/m³
20 m
Dense sand
d'½ = 42°
y = 18.5 kN/m3
Figure P9.1
Transcribed Image Text:´Concrete pile 460 mm x 460 mm Loose sand di = 30° y = 18.6 kN/m³ 20 m Dense sand d'½ = 42° y = 18.5 kN/m3 Figure P9.1
E,
= m
Pa
Transcribed Image Text:E, = m Pa
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