Estimate the side resistance Qs by: a. Using Eqs. (9.40) through (9.42). Use K= 1.5 and 8 = 0.60 b. Coyle and Castello's method [Eq. (9.44)] 20 m Concrete pile 460 mm x 460 mm Loose sand $₁ = 30° y=18.6 kN/m³ Dense sand $2=36 y = 18.5 kN/m³
Estimate the side resistance Qs by: a. Using Eqs. (9.40) through (9.42). Use K= 1.5 and 8 = 0.60 b. Coyle and Castello's method [Eq. (9.44)] 20 m Concrete pile 460 mm x 460 mm Loose sand $₁ = 30° y=18.6 kN/m³ Dense sand $2=36 y = 18.5 kN/m³
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.22P
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