help me (c) The maximum past pressure oym' at depths 25 ft and 35 ft are 3000 lb/ft? and 2500 Ib/ft?, respec-tively. Initial void ratio e, is 0.90. We wish to use two sublayers of equal thickness to estimate thesettlement in the clay after primary consolidation.Estimate the settlement associated with the top 10' sublayer of clay due to the applied load Ap.Rotate counterclockwisepage 8 of 8 - The soils in the figure to the right have the following properties:Sand total unit weight y; above & below water table 110 lb/ft3Clay total unit weight y:Clay coefficient of consolidation c,Virgin index C.Др120 Ib/ft33 ft?/year.Recompression index C, 0.0045'0.0215'sandA surface loading Ap = 1200 Ib/ft? is applied to this site over a wide area.%3D5'(a) Assuming hydrostatic conditions, estimate the following at point A:A20'clay15'(i) initial pore pressure u, prior to loading,(ii) initial effective vertical stress ovo' prior to loading,(iii) pore pressure u immediately after loading,(iv) final effective vertical stress opf' at the end of primary consolidation.B'sand(b) How long will it take to achieve an average degree of consolidation of 90% in the clay deposit?(c) The maximum past pressure Ovmtively. Initial void ratio e, is 0.90. We wish to use two sublayers of equal thickness to estimate thesettlement in the clay after primary consolidation.Estimate the settlement associated with the top 10' sublayer of clay due to the applied load Ap.at depths 25 ft and 35 ft are 3000 lb/ft? and 2500 lb/ft?, respec-

The ability of the soil to compress or settle with respect to the increase in effective stress by…

(c) The maximum past pressure oym' at depths 25 ft and 35 ft are 3000 lb/ft? and 2500 lb/ft?, respec- tively. Initial void ratio e, is 0.90. We wish to use two sublayers of equal thickness to estimate the settlement in the clay after primary consolidation. Estimate the settlement associated with the top 10' sublayer of clay due to the applied load Ap.