Q Y- 17.5 kN/m Cohesion = 28 kPa a - 0.95 Y= 17.8 kN/m w = 25% & Gs = 2.6 Cohesion = 35 kPa a = 0.85 %3D Ya- 20.49 kN/m Cohesion - 68 kPa a- 0.55 t3.4am/2.89m 9.87m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The following pile with a diameter of 600mm is driven into clay strata as provided below:

 

  • Calculate the end bearing capacity if Nc = 8.5 
  • Determine the skin friction capacity of the pile
  • Find the allowable load if the factor of safety is 3.0 

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Q
Y- 17.5 kN/m
Cohesion = 28 kPa
a - 0.95
Y= 17.8 kN/m
w = 25% & Gs = 2.6
Cohesion = 35 kPa
a - 0.85
%3D
Ya- 20.49 kN/m
Cohesion - 68 kPa
a = 0.55
t3.4am/2.89m
9.87m
Transcribed Image Text:Q Y- 17.5 kN/m Cohesion = 28 kPa a - 0.95 Y= 17.8 kN/m w = 25% & Gs = 2.6 Cohesion = 35 kPa a - 0.85 %3D Ya- 20.49 kN/m Cohesion - 68 kPa a = 0.55 t3.4am/2.89m 9.87m
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