A pile group consists of four friction piles in cohesive soil. The unit weight and unconfined compressive strength of the soil are respectively 20.2 kN/m³ and 200 kPa. The diameter of each pile is 300 mm, length is 12.0 m and centre-to-centre spacing between the piles is 750 mm. Assuming an adhesion factor of 0.6, determine (i) load capacity of the group based on the individual pile failure, (ii) load capacity of the group based on the block failure and (iii) design load capacity of the group. Assume a factor of safety of 2.0 for individual pile failure and 3 for block failure.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A pile group consists of four friction piles in cohesive soil. The unit weight and unconfined
compressive strength of the soil are respectively 20.2 kN/m³ and 200 kPa. The diameter of each
pile is 300 mm, length is 12.0 m and centre-to-centre spacing between the piles is 750 mm. Assuming
an adhesion factor of 0.6, determine (i) load capacity of the group based on the individual pile
failure, (ii) load capacity of the group based on the block failure and (iii) design load capacity of the
group. Assume a factor of safety of 2.0 for individual pile failure and 3 for block failure.
Transcribed Image Text:Do it quick A pile group consists of four friction piles in cohesive soil. The unit weight and unconfined compressive strength of the soil are respectively 20.2 kN/m³ and 200 kPa. The diameter of each pile is 300 mm, length is 12.0 m and centre-to-centre spacing between the piles is 750 mm. Assuming an adhesion factor of 0.6, determine (i) load capacity of the group based on the individual pile failure, (ii) load capacity of the group based on the block failure and (iii) design load capacity of the group. Assume a factor of safety of 2.0 for individual pile failure and 3 for block failure.
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