Q; = Ko, tan(0.84')pL (9.44) ´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
Q; = Ko, tan(0.84')pL (9.44) ´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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Refer to the pile shown in Figure P 9.1. Estimate the side resistance Qs by
a. Using Eqs. (9.40) through (9.42). Use K = 1.5 and ẟ' = 0.6 Φ'
b. Coyle and Castello’s method [Eq. (9.44)]
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