Properties of soil Unconfined compression stress qu = 110 kpa Unit weight of soil Soil bearing factor 1. Compute the end bearing capacity of the pile 2. Calcuiate the skin friction along the shaft of the pile 3. Det the required length of the pile If a 0.76 Y = 18.1 kN/ cu m Nc = 9 %3D
Properties of soil Unconfined compression stress qu = 110 kpa Unit weight of soil Soil bearing factor 1. Compute the end bearing capacity of the pile 2. Calcuiate the skin friction along the shaft of the pile 3. Det the required length of the pile If a 0.76 Y = 18.1 kN/ cu m Nc = 9 %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PROB 3
A square prestressed concrete pile having a
size of 36 cm is to be driven in a layer of clay
soil. The design capacity of the pile is 360 kN
with a factor of safety of 2.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8a242c0d-67d8-4f30-b9d1-e819671dc723%2F94203591-2d81-4b26-9b53-0f81498bfec4%2Fg1ys4d9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROB 3
A square prestressed concrete pile having a
size of 36 cm is to be driven in a layer of clay
soil. The design capacity of the pile is 360 kN
with a factor of safety of 2.
![Properties of soil
Unconfined compression stress qu = 110 kpa
Unit weight of soil
Soil bearing factor
1. Compute the end bearing capacity of the pile
2. Calcuiate the skin friction along the shaft of
the pile
3. Det the required length of the pile If a = 0.76
Y = 18.1 kN/ cu m
Nc = 9
%3D
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8a242c0d-67d8-4f30-b9d1-e819671dc723%2F94203591-2d81-4b26-9b53-0f81498bfec4%2F3595w28_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Properties of soil
Unconfined compression stress qu = 110 kpa
Unit weight of soil
Soil bearing factor
1. Compute the end bearing capacity of the pile
2. Calcuiate the skin friction along the shaft of
the pile
3. Det the required length of the pile If a = 0.76
Y = 18.1 kN/ cu m
Nc = 9
%3D
%3D
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