A prestressed concrete pile, 475 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 410 kN. Use FS = 4, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 0.8.
A prestressed concrete pile, 475 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 410 kN. Use FS = 4, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 0.8.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A prestressed concrete pile, 475 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 410 kN. Use FS = 4, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 0.8.
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