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Question 3: The following figure shows the soil profile at a site for a proposed building. The soil is a homogeneous, poorly
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*. The soil is Soil A- Ground surface homogeneous Im = h, i poorly goaded sand. IGWT *Y = 18 kN/m3 3 on=h₂ * O= 30° *. Unit# Total Lateral stress, on cas = oncas + Ywha Oncas = (21 +10X3 ) kn => nas= 51 king KN m2 more as (b) At the soil element

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