3. Consider a soil profile as shown in Figure Q3. Note that the ground water table is situated at 10 m below the ground surface. Assume piles settle sufficiently so that soil strengths are fully mobilized. Use L' = 15D where necessary. a) Determine the allowable load that can be supported by a 25 m long concrete bored pile with a diameter of 1200 mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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CLAY
6 m
Y = 16.5 kN/m?
c- 80 kN/m?, α-1
SAND
y = 17 kN/m?
Ysat = 18.5 kN/m³
O' = 32°, 8 = 0.70'
Ng* = 80
19 m
Figure Q3
Transcribed Image Text:CLAY 6 m Y = 16.5 kN/m? c- 80 kN/m?, α-1 SAND y = 17 kN/m? Ysat = 18.5 kN/m³ O' = 32°, 8 = 0.70' Ng* = 80 19 m Figure Q3
3. Consider a soil profile as shown in Figure Q3. Note that the ground water table is
situated at 10 m below the ground surface. Assume piles settle sufficiently so that
soil strengths are fully mobilized. Use L' = 15D where necessary.
a) Determine the allowable load that can be supported by a 25 m long concrete
bored pile with a diameter of 1200 mm.
Transcribed Image Text:3. Consider a soil profile as shown in Figure Q3. Note that the ground water table is situated at 10 m below the ground surface. Assume piles settle sufficiently so that soil strengths are fully mobilized. Use L' = 15D where necessary. a) Determine the allowable load that can be supported by a 25 m long concrete bored pile with a diameter of 1200 mm.
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