Question: TH - - P - - 1 . Pile in Sand - - ( friction and end bearing ) - Make calculations to determine the

TH--P--1. Pile in Sand --(friction and end bearing)-
Make calculations to determine the Allowable Load for a 14inch square precast concrete pile that is driven into a dense medium to fine sand deposit with =36deg. and =125pcf.
The pile is driven to 85ft. depth, and there is still 40ft. of sand below the pile tip. Groundwater is 6ft. below ground surface. You are to assume that a static pile load test will be performed on one representative pile for this project. Use the limiting. depth and limiting_pressure approaches for end bearing and for side friction. State the K and values you use, and justify.
(13 pts. poss.)
TH - - P - - 1 . Pile in Sand - - ( friction and

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