Depth (m) Cy (kN/m²) 0–3 20 3–8 35 8-12 80 12–16 95
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The average values of the undrained shear strength (cu) with depth are given below. If a CFA pile having a diameter of 0.6 m and length of 10 m is to be constructed in this clayey soil, estimate the ultimate side skin resistance Qs.
![Depth (m)
Cy (kN/m²)
0–3
20
3–8
35
8-12
80
12–16
95](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fde2410ed-e82e-4041-abed-831ba768d43e%2F75abe8d7-83b2-48c5-a784-4d2a6e237472%2Fj3i6wh9_processed.png&w=3840&q=75)
Transcribed Image Text:Depth (m)
Cy (kN/m²)
0–3
20
3–8
35
8-12
80
12–16
95
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