Q.4) Determine and plot the variations of total and vertical stresses and pore water pressure with depth for the soil profile shown in Fig. 2. A E 0.0 G.S.L Gravelly Sand Y=17.8 kN/m? в E - 4.0 m W.IL Y= 18.5 kN/m E - 6.0 m Sand Y= 19.5 kN/m3 D E - 10.0 m Sandy Gravel E 19.0EN m² 王 E - 15.0 m

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