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A clay embankment, upon reaching a height z of 9.12 m, had the following excess pore water pressure u present through its depth profile: 90 zim 0 1.52 3.16 4.56 6.08 7.60 9.12 u/kNm 0 9.58 16.77 21.56 9.58 3.83 0 Further construction will see an additional 1.52 m depth of material placed per month above the initial embankment upper surface. The clay has a bulk unit weight of 19.2 kNm and a value of 0.85. Laboratory testing gave a coefficient of consolidation, Cy for the clay of 0.558 m² per month. (a) Estimate the excess pore water pressure distribution within the embankment three months into the extended construction period. The one-dimensional finite difference approximation to the consolidation process is governed by the following equations:A clay embankment, upon reaching a height z of 9.12 m, had the following excess pore water pressure u present through its depYou may assume that 91 =

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