A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Fg. (11.26).

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Chapter2: Loads On Structures
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Please answer 11.1

11.1 A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point
load Q, by
a. Meyerhof's method
b. Vesic's method
c. Coyle and Castello's method
Use m = 600 in Eq. (11.26).
Transcribed Image Text:11.1 A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Eq. (11.26).
Concrete pile
356 mm X 356 mm
Loose sand
di = 30°
y = 17.5 kN/m?
12 m
Dense sand
$2 = 42°
y= 18.5 kN/m? Figure P11.1
E,
m
(11.26)
Pa
Transcribed Image Text:Concrete pile 356 mm X 356 mm Loose sand di = 30° y = 17.5 kN/m? 12 m Dense sand $2 = 42° y= 18.5 kN/m? Figure P11.1 E, m (11.26) Pa
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