Assuming a cantilever sheet pile wall is constructed to retain 12.5 m of soil, as shown below, and the water is 2 m above the bottom of wall, compute the resultant lateral force and location using Rankine acting on the upper 12.5 m of the sheet- pile wall. Assume an infinite surcharge load of
6.7k(N)/(m)2
.
g_(sat SILT )=26.5k(N)/(m^(3))