A foundation is to be constructed at a site where the soil profile is as shown bel dimensions of base of foundation is 3 m x 6 m , and it carries a total load Q = 5400 KN The initial void ratio in situe (eo = 1.38) and compression indec (Cc = 0.68) Required, 1- What is the vertical stress at midheight of the clay layer (AP) due to the founda load of (Q = 5400 KN), using the influence coefficient and table 10.6 shown belo 2. What is the expected consolidation settlement of the clay laver in mm ?

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