Depth (m) 60 1.5 3.0 7 4.5 5 6.0 8 7.5 10 9.0 10 10.5 13 12.0 15 13.5 18 15.0 20 17.0 17 18.5 18 20.0 21
Depth (m) 60 1.5 3.0 7 4.5 5 6.0 8 7.5 10 9.0 10 10.5 13 12.0 15 13.5 18 15.0 20 17.0 17 18.5 18 20.0 21
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a continuous flight auger pile in a sandy soil deposit 10 m long with a diameter of 0.45 m. Following is the variation of standard penetration resistance values (N60) with depth. Estimate the ultimate load-carrying capacity of the pile. Assume unit weight of soil, γ = 15.5 kN/m3.
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