A soil profile is shown in the Fig. below. Calculate the effective stress, neutral stress, and total stress at points A & B. 3.5 m y = 14.0 kN/m3 Silty sand (SM) 2.5 m y = 17.5 kN/m³ 4.2 m y = 13.5 kN/m3 Soft clay (CL) 5.0 m 2.0 m 3.1 m y = 15.0 kN/m³ Medium clay (CH) Glacial till

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