´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
´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
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 12.13P: A concrete pile 16 in. 16 in. in cross section is shown in Figure P12.13. Calculate the ultimate...
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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).
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