= +-=

Iz = 0 at z = H = 16 m below base level of the foundation. The distribution of Iz is given in Fig. Ex. 13.11. The equation for settlement is

[ qf ] [2 x 16.5]where C1 =1-0.5 ~ =1-0.5 =0.86qn 120

C2 = 1+0.210g[-t-] = 1+ 0.2 log[2-] = 1.30.1 0.1 where t = 3 years.