A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil stratum having the following properties: bulk unit weight = 19 kN/m³; angle of internal friction 0° and cohesion 25 kPa. - 1 The allowable load the pile can carry with a factor of safety of 3 is off to one decimal place). [Adont: Adhesion factor, a = 1.0 and Bearing capacity factor, N = 9.0] kN (round

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil
stratum having the following properties: bulk unit weight = 19 kN/m³; angle of internal
friction 0° and cohesion 25 kPa.
=
-
The allowable load the pile can carry with a factor of safety of 3 is
off to one decimal place).
[Adont: Adhesion factor, α = 1.0 and Bearing capacity factor, N = 9.0]
kN (round
Transcribed Image Text:A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil stratum having the following properties: bulk unit weight = 19 kN/m³; angle of internal friction 0° and cohesion 25 kPa. = - The allowable load the pile can carry with a factor of safety of 3 is off to one decimal place). [Adont: Adhesion factor, α = 1.0 and Bearing capacity factor, N = 9.0] kN (round
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