The anchored sheet pile bulkhead as shown below is proposed. Assuming gamma_m above the ground wa…

The anchored sheet pile bulkhead as shown below is proposed. Assuming gamma_m above the ground water table (gwt) and below the gamma_sat and using the free earth support method: a) Find the equilibrium values D, T, and M_max. b) What value of T would you recommend be used for tie rod design? c) Select a sheet pile section using Rowe’s moment reduction procedure. Assume that A328 steel is used. d) Determine the necessary anchor depth (h) and the necessary set-back distance (S) from the wall to permit utilizing the full anchor capacity (assume that the surcharge is removed when computing anchor depth)

 

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