A closed ended precast concrete pile, circular cross section with 1 ft diameter, is driven in multi-layersand isshown in Figure. The pile is extended 2 ft above the finished ground level.Please evaluate the single pile bearing capacity (Qult)1. End Bearing (Op) by Meyerhof's Theory. (Hint: p.319, consider the critical limit)2. Skin Resistance (Qs) (Hint: p. 320, consider the critical limit)3. What is the ultimate bearing capacity (Qult) for this single concrete pile?4. If the F.S. = 3.0, what is your design allowable bearing capacity (Qall) for this single pile?2 ftSilty SandY = 105 Ib/ft3Ø = 3305 ftClay SandY sat = 112.4 Ib/ft³c = 200 lb/ft²$ = 35°20 ft

Pile diameter 1 ft. End bearing capacity of pile Qp = Ab×fb fb= σv'Nq σv'=105×5+112.4×20-62.43×20…

A closed ended precast concrete pile, circular cross section with 1 ft diameter, is driven in multi-layers and is shown in Figure. The pile is extended 2 ft above the finished ground level. Please evaluate the single pile bearing capacity (Qult) 1. End Bearing (Qp) by Meyerhof's Theory. (Hint: p.319, consider the critical limit)

A closed ended precast concrete pile, circular cross section with 1 ft diameter, is driven in multi-layers and is shown in Figure. The pile is extended 2 ft above the finished ground level. Please evaluate the single pile bearing capacity (Qult) 1. End Bearing (Qp) by Meyerhof's Theory. (Hint: p.319, consider the critical limit)

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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