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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
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
Please answer this asap. For upvote. Thank you
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2b646686-1daa-47ba-97d4-a9a4c95efb27%2Fc744f8d5-9bb7-43f7-b49d-02a42ebcb6c3%2Fuvfccvl_processed.png&w=3840&q=75)
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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