Prestressed concrete piles are planned for useas the foundation for a waterfront structure.Soil condition is dense sand with water tablelocated 3m below the ground.Properties of soil:Y = 19.65 kN/m³o' = Ysub = 10.22 kN/m3tang= 0.45& = 370K= 3Nq = 80%3DConsider a single 30 cm square pile driven 9 mbelow the ground with critical depth of 6 m1. Det the capacity of pile due to skin friction2. Compute the capacity due to end bearing3. Calculate the design load that the pile couldcarry if the factor of safety is 3.

Given Data Size of Side of pile cross-section= 30 cm = 0.3 m Depth of pile= 9m Water table is…

Prestressed concrete piles are planned for use as the foundation for a waterfront structure. Soil condition is dense sand with water table located 3m below the ground. Properties of soil: Y = 19.65 kN/m³ o' = Ysub = 10.22 kN/m3 & = 370 K = 3 Nq = 80 %3D tang= 0.45 %3D Consider a single 30 cm square pile driven 9 m below the ground with critical depth of 6 m 1. Det the capacity of pile due to skin friction 2. Compute the capacity due to end bearing 3. Calculate the design load that the pile could carry if the factor of safety is 3.

Prestressed concrete piles are planned for use as the foundation for a waterfront structure. Soil condition is dense sand with water table located 3m below the ground. Properties of soil: Y = 19.65 kN/m³ o' = Ysub = 10.22 kN/m3 & = 370 K = 3 Nq = 80 %3D tang= 0.45 %3D Consider a single 30 cm square pile driven 9 m below the ground with critical depth of 6 m 1. Det the capacity of pile due to skin friction 2. Compute the capacity due to end bearing 3. Calculate the design load that the pile could carry if the factor of safety is 3.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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