3. Consider a drilled, rough concrete pile with diameter B = 1m and length D = 10m embeddedin a site underlain by a 5m thick layer of sand with fiction angle = 41 degrees and K, = 0.5 thatlies over an 8m thick layer of clay with fiction angle = 36 degrees, K₁ = 0.38, and Su = 70 kPa. Usethe Kulhawy et al method.A. Determine the long term end bearing capacity of the pile. Ans. 5907 kNB. Determine the long term capacity of the pile. Ans. 6353 kN. Note: assume OCR = 1when the OCR of a coarse grained soil is unknown (write this in your reader).

B = 1m D = 10m Su,clay = 70 kPa

3. Consider a drilled, rough concrete pile with diameter B = 1m and length D = 10m embedded in a site underlain by a 5m thick layer of sand with fiction angle = 41 degrees and Ko = 0.5 that lies over an 8m thick layer of clay with fiction angle = 36 degrees, K. =0.38, and Su = 70 kPa. Use the Kulhawy et al method. A. Determine the long term end bearing capacity of the pile. Ans. 5907 kN B. Determine the long term capacity of the pile. Ans. 6353 kN. Note: assume OCR = 1 when the OCR of a coarse grained soil is unknown (write this in your reader).

3. Consider a drilled, rough concrete pile with diameter B = 1m and length D = 10m embedded in a site underlain by a 5m thick layer of sand with fiction angle = 41 degrees and Ko = 0.5 that lies over an 8m thick layer of clay with fiction angle = 36 degrees, K. =0.38, and Su = 70 kPa. Use the Kulhawy et al method. A. Determine the long term end bearing capacity of the pile. Ans. 5907 kN B. Determine the long term capacity of the pile. Ans. 6353 kN. Note: assume OCR = 1 when the OCR of a coarse grained soil is unknown (write this in your reader).

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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