1 Answers
Option 1 :
Submerged Soil Mass
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At section (1) – (1)
σ = 0
u = 0
σ' = σ – u
σ' = 0
At section (2) – (2)
σ = z1yw
u = z1yw
σ' = σ – u
σ' = 0
At section (3) – (3)
σ = z1yw + z2 ysat
u = (z1 + z2) yw
σ' = σ – u
σ' = z1yw + z2ysat – z1yw – z2yw
σ' = z2(ysat – yw)
σ' = z2y'
y' = submerged unit wet.
Note:
If the water table is above the ground level, any change in the level of the water does not result in a change of effective stress, as with the change in the level of water both total stress and pore water pressure is change by the same extent.
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