11.2 Refer to the pile shown in Figure P11.1. Estimate the side resistance Q, by a. Using Eqs. (11.40) through (11.42). Use K = 1.3 and 8' = 0.86' b. Coyle and Castello's method [Eq. (11.44)] L' = 15D (11.40) f = f;-L' (11.42) = KT, tan(0.86') pL (11.44)
11.2 Refer to the pile shown in Figure P11.1. Estimate the side resistance Q, by a. Using Eqs. (11.40) through (11.42). Use K = 1.3 and 8' = 0.86' b. Coyle and Castello's method [Eq. (11.44)] L' = 15D (11.40) f = f;-L' (11.42) = KT, tan(0.86') pL (11.44)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer 11.2
![11.2 Refer to the pile shown in Figure P11.1. Estimate the side resistance Q, by
a. Using Eqs. (11.40) through (11.42). Use K = 1.3 and 8' = 0.86'
b. Coyle and Castello's method [Eq. (11.44)]
L' = 15D
(11.40)
f = f;-L'
(11.42)
= KT, tan(0.86') pL
(11.44)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2Fc8dda618-f689-47bf-a5ad-0a94d6f9f59e%2F7zs48fb_processed.png&w=3840&q=75)
Transcribed Image Text:11.2 Refer to the pile shown in Figure P11.1. Estimate the side resistance Q, by
a. Using Eqs. (11.40) through (11.42). Use K = 1.3 and 8' = 0.86'
b. Coyle and Castello's method [Eq. (11.44)]
L' = 15D
(11.40)
f = f;-L'
(11.42)
= KT, tan(0.86') pL
(11.44)
Transcribed Image Text:Concrete pile
356 mm X 356 mm
Loose sand
di = 30°
y = 17.5 kN/m
12 m
Dense sand
4 = 42°
y = 18.5 kN/m
Figure P11.1
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