1.21 Refer to Figure 11.35b. Let L = 15.24 m, yal 19.49 kN/m², ø'lay = 20°, H, = 3.05 m, and D (pile diameter) = 406 mm. The water table coincides with the top of the clay layer. Determine the total downward drag force on the pile. Assume 8' = 0.64'lay- 17.29 kN/m², -

1.21 Refer to Figure 11.35b. Let L = 15.24 m, yal 19.49 kN/m², ø'lay = 20°, H, = 3.05 m, and D (pile diameter) = 406 mm. The water table coincides with the top of the clay layer. Determine the total downward drag force on the pile. Assume 8' = 0.64'lay- 17.29 kN/m², -

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.21P: Refer to Figure 18.26b. Let L = 15.24 m, fill = 17.29 kN/m3, sat(clay) = 19.49 kN/m3, clay = 20, Hf...

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Please answer 11.21

(Answer)

171.2kN

11.21 Refer to Figure 11.35b. Let L = 15.24 m, yau = 17.29 kN/m², Ysat(clay) =
19.49 kN/m², d'say = 20°, H; = 3.05 m, and D (pile diameter) = 406 mm. The
water table coincides with the top of the clay layer. Determine the total downward
drag force on the pile. Assume 8' = 0.6b'tay-

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