Q-A reinforced concrete circular pile of 15 m length and 0.8 m diameter is embedded in stiff clay which has an undrained unit cohesion of 200 kN/m² The adhesion factor is 0.4. Find the Net Ultimate Pullout Load for the pile.

Q-A reinforced concrete circular pile of 15 m length and 0.8 m diameter is embedded in stiff clay which has an undrained unit cohesion of 200 kN/m² The adhesion factor is 0.4. Find the Net Ultimate Pullout Load for the pile.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.9P: Determine the maximum load that can be allowed on a 500 mm diameter and 18 m long pile driven into a...

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

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Q- A reinforced concrete circular pile of 15 m length and 0.8 m diameter is
embedded in stiff clay which has an undrained unit cohesion of 200 kN/m²
The adhesion factor is 0.4. Find the Net Ultimate Pullout Load for the pile.

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