A strip footing of width 2m carries a load of 120kPa as shown in the figure. Compute the vertical stresses at points A and B. Use Boussinesq’s theory.
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Explanation:
Total stress below a river or lake
The total stress is the sum of the weight of the soil up to the surface and the weight of water above this: Vertical total stress at depth z, sv = g . z + gw . z.
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