Sand Clay H Hj fill fill L Neutral Sand plane Clay (b) (a) Figure 9.42 Negative skin friction Figure 9.42a shows a pile. Let L = 15 m, D (pile diameter) = 305 mm, H; = 3 m, 17.5 kN/m³, and o 'au = 25°. Determine the total downward drag force on the pile. Assume that the fill is located above the water table and that 8' = 0.5¢: Yrill = 0.5φn

Sand Clay H Hj fill fill L Neutral Sand plane Clay (b) (a) Figure 9.42 Negative skin friction Figure 9.42a shows a pile. Let L = 15 m, D (pile diameter) = 305 mm, H; = 3 m, 17.5 kN/m³, and o 'au = 25°. Determine the total downward drag force on the pile. Assume that the fill is located above the water table and that 8' = 0.5¢: Yrill = 0.5φn

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter2: Atoms, Chemical Bonding, Material Structure, And Physical Properties

Section: Chapter Questions

Problem 41CQ

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