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A circular pile with a diameter of 400 mm was driven to a depth of 12 meters into the normally consolidated soft clay. Undrained shear strength su = 30 kPa, with critical shear angle equal to effective shear angle g'cs = 0'= 30°, Ysat = 18 kN/m3 , volume weight of water Ywater = 9.8 kN/m3. The groundwater level coincides with the ground surface (pillar head). Calculate the bearing capacity of the pile if the factor of safety = 3 using the a and B methods.

A circular pile with a diameter of 400 mm was driven to a depth of 12 meters into the normally consolidated soft clay. Undrained shear strength su = 30 kPa, with critical shear angle equal to effective shear angle g'cs = 0'= 30°, Ysat = 18 kN/m3 , volume weight of water Ywater = 9.8 kN/m3. The groundwater level coincides with the ground surface (pillar head). Calculate the bearing capacity of the pile if the factor of safety = 3 using the a and B methods.

Structural Analysis
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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A circular pile with a diameter of 400 mm was driven to a depth of 12 meters into the normally consolidated soft clay. Undrained shear strength su = 30 kPa, with critical shear angle equal to effective shear angle g'cs = 0'= 30° Ysat = 18 kN/m3 , volume weight of water Ywater = 9.8 kN/m3. The groundwater level coincides with the ground surface (pillar head). Calculate the bearing capacity of the pile if the factor of safety = 3 using the a and B methods.
Transcribed Image Text:A circular pile with a diameter of 400 mm was driven to a depth of 12 meters into the normally consolidated soft clay. Undrained shear strength su = 30 kPa, with critical shear angle equal to effective shear angle g'cs = 0'= 30° Ysat = 18 kN/m3 , volume weight of water Ywater = 9.8 kN/m3. The groundwater level coincides with the ground surface (pillar head). Calculate the bearing capacity of the pile if the factor of safety = 3 using the a and B methods.
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