The plan of a group pile is shown below. The three piles form an equilateral triangle. The piles are embedded in a saturated homogenous clay with Cu = 1,500 psf. The diameter of each pile is 1 foot. The center-to-center distance between the piles is 3 feet. Length of each pile is 60 feet. Using a factor of safety of 4, determine the allowable load-

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The plan of a group pile is shown below. The three piles form an equilateral triangle. The piles are embedded in a saturated homogenous clay with Cu = 1,500 psf. The diameter of each pile is 1 foot. The center-to-center distance between the piles is 3 feet. Length of each pile is 60 feet. Using a factor of safety of 4, determine the allowable load-carrying capacity of the pile group. Use factor safety of 4. Length of each pile is 60 feet.  The plan of a group pile is shown below. The three piles form an equilateral triangle. The piles are embedded in a saturated homogenous clay with  ( C_{u}=1,500  ) psf. The diameter of each pile is 1 foot. The center-to-center distance between the piles is 3 feet. Length of each pile is 60 feet. Using a factor of safety of 4, determine the allowable load-carrying capacity of the pile group. Use factor safety of 4. Length of each pile is 60 feet.

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