A driven pipe pile in clay is shown in Figure (1). The pipe has outside diameter of 406 mm, and wall thickness is 6.35 mm. a. calculate the net point bearing capacity. b. calculate the skin resistance (1) by using a method, (2) by using A method. e. Estimate the net allowable pile capacity. Use FS-4. Figure (1) 5 m Saturated clay 30 kN/m² Groundwater table y= 18 kN/m 5 m Clay C-30 kN/m2 y= 18 kN/m 20 m C Clay -100 kN/m² 19.6 kN/m

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.37P
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A driven pipe pile in clay is shown in Figure (1). The pipe has outside diameter of 406 mm, and
wall thickness is 6.35 mm.
a. calculate the net point bearing capacity.
b. calculate the skin resistance (1) by using a method, (2) by using A method.
e. Estimate the net allowable pile capacity. Use FS-4.
Figure (1)
5 m
Saturated clay
30 kN/m²
Groundwater
table
y= 18 kN/m
5 m
Clay
C-30 kN/m2
y= 18 kN/m
20 m
C
Clay
-100 kN/m²
19.6 kN/m
Transcribed Image Text:A driven pipe pile in clay is shown in Figure (1). The pipe has outside diameter of 406 mm, and wall thickness is 6.35 mm. a. calculate the net point bearing capacity. b. calculate the skin resistance (1) by using a method, (2) by using A method. e. Estimate the net allowable pile capacity. Use FS-4. Figure (1) 5 m Saturated clay 30 kN/m² Groundwater table y= 18 kN/m 5 m Clay C-30 kN/m2 y= 18 kN/m 20 m C Clay -100 kN/m² 19.6 kN/m
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