shear strength of 80 kN/m². The lower la undrained shear strength of 120 kN/m². A n of pile doesn't support load. .5 and FS-3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Example (3):
A site consist of two layers of clay. The upper layer is 8m- thick and has
an undrained shear strength of 80 kN/m². The lower layer is a thick layer
which has an undrained shear strength of 120 kN/m². Assume
• Top 1m of pile doesn't support load.
•
FS 1.5 and FS₁=3
=
(A) Estimate the working load of the pie with the following:
D=1.5m, Ds=4.5 m, L=27m Bell length is 3m.
(B)Determine the length of 600mm- diameter of driven pile to
support a working load of 1200 kN.
Transcribed Image Text:Example (3): A site consist of two layers of clay. The upper layer is 8m- thick and has an undrained shear strength of 80 kN/m². The lower layer is a thick layer which has an undrained shear strength of 120 kN/m². Assume • Top 1m of pile doesn't support load. • FS 1.5 and FS₁=3 = (A) Estimate the working load of the pie with the following: D=1.5m, Ds=4.5 m, L=27m Bell length is 3m. (B)Determine the length of 600mm- diameter of driven pile to support a working load of 1200 kN.
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