Calculate the allowable axial load for the driven pile of ( 0.5 m) dia. And ( 20 m) depth, in a layered soil as shown in fig... Use F.S. = 2, K, 1.5 , tan d = 0.5.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4: Calculate the allowable axial
load for the driven pile of ( 0.5
m) dia. And ( 20 m) depth, in
a layered soil as shown in fig..
Use F.S. = 2, K, =1.5 , tan &
= 0.5.
2 m
clay
I W.T
Cu =70 Kpa
Yn = 17 kN/m3
6 m
Clay
4 m
Cu =180 Kpa
Yt = 20 kN/m3
Sand
8 m
Ø =32°
Y = 19 kN/m3 Nq 23.18
Q5:Estimate the pile length required
to sustain an uplift force for the
pile (30 x 30 cm) shown in fig. if
F.S. = 3.
Qall= 400 kN
Cu 80 Kpa
6 m
a = 0.6
Cu = 40 Kpa
L
a = 0.7
Transcribed Image Text:Q4: Calculate the allowable axial load for the driven pile of ( 0.5 m) dia. And ( 20 m) depth, in a layered soil as shown in fig.. Use F.S. = 2, K, =1.5 , tan & = 0.5. 2 m clay I W.T Cu =70 Kpa Yn = 17 kN/m3 6 m Clay 4 m Cu =180 Kpa Yt = 20 kN/m3 Sand 8 m Ø =32° Y = 19 kN/m3 Nq 23.18 Q5:Estimate the pile length required to sustain an uplift force for the pile (30 x 30 cm) shown in fig. if F.S. = 3. Qall= 400 kN Cu 80 Kpa 6 m a = 0.6 Cu = 40 Kpa L a = 0.7
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