Determine the allowable load for a steel closed-ended pipe pile, 0.4 m in diameter, driven 20 m into the soil profi le shown in Figure P13.5. Groundwater is at 2 m below the surface,
Determine the allowable load for a steel closed-ended pipe pile, 0.4 m in diameter, driven 20 m into the soil profi le shown in Figure P13.5. Groundwater is at 2 m below the surface,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the allowable load for a steel closed-ended
pipe pile, 0.4 m in diameter, driven 20 m into the soil
profi le shown in Figure P13.5. Groundwater is at 2 m
below the surface, but you can assume it will rise to
the surface. A factor of safety of 2 is required. Neglect
negative skin friction.
![Soft, normally consolidated clay
Su = 15 kPa, y = 18 kN/m3
= 25°
Stiff clay
= 65 kPa, y = 18.5 kN/m3
2 m
%3D
5 m
= 23°, OCR = 5
Sand
10 m
Ysar = 17.5 kN/m³, ¢ = 32°
FIGURE P13.5
E' E](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2fa946bf-faac-440b-977b-863495987ba7%2F85176d61-99e5-45e3-826c-a82c11f8e445%2Ffdpihzj_processed.png&w=3840&q=75)
Transcribed Image Text:Soft, normally consolidated clay
Su = 15 kPa, y = 18 kN/m3
= 25°
Stiff clay
= 65 kPa, y = 18.5 kN/m3
2 m
%3D
5 m
= 23°, OCR = 5
Sand
10 m
Ysar = 17.5 kN/m³, ¢ = 32°
FIGURE P13.5
E' E
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