A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 08. Round off to two decimal places.

A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 08. Round off to two decimal places.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter9: Pile Foundations

Section: Chapter Questions

Problem 9.2P: Refer to the pile shown in Figure P9.1. Estimate the side resistance Qs by Using Eqs. (9.40) through...

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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is
0.8.
Round off to two decimal places.

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