Solution Required: I. F., Overturning stability II. For, Sliding (shear friction factor, SFF) III. G., Vertical normal stress, Upstream and downstream faces (omit uplift from NLC for determining o,) & sketch the stress distribution diagram. IV. o.' Sketch the effective stress distribution with uplift pressures. V. State the implication of the solution to IV. 1223 1221 1217 0.7 1.0 1200 3.5 6m Impermeable foundation Figure 6. Refer to problems 12 & 13