EBK PRINCIPLES OF FOUNDATION ENGINEERIN
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 9780100547056
Author: Das
Publisher: YUZU
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Chapter 9, Problem 9.12P

Solve Problem 12.13 using Eqs. (12.59) and (12.60).

12.13 A concrete pile 16 in. × 16 in. in cross section is shown in Figure P12.13. Calculate the ultimate skin friction resistance by using the

  1. a. α method [use Eq. (12.61) and Table 12.11]
  2. b. λ method
  3. c. β method

Use ϕ R = 20 ° for all clays, which are normally consolidated.

Chapter 9, Problem 9.12P, Solve Problem 12.13 using Eqs. (12.59) and (12.60).
12.13	A concrete pile 16 in. × 16 in. in cross

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