Correct Answer - Option 4 : 3.5 m
Explanation
Critical hydraulic gradient (ic):
The quick condition occurs at a critical upward hydraulic gradient ic when the seepage force just balances the buoyant weight of an element of soil. The critical hydraulic gradient is typically around 1.0 for many soils.
At the critical conditions, the effective stress is equal to zero.
we know,
The critical hydraulic gradient is given by
\({{\rm{i}}_{\rm{c}}} = \frac{{{\rm{G}} - 1}}{{1 + e}} \)
Given, G = 2.7, e = 0.7, Stratum thickness (z) = 3.5 m
\({{\rm{i}}_{\rm{c}}} = \frac{{{\rm{2.7}} - 1}}{{1 +0.7}} =1\)
we know i = h/z
Head required (h)
= ic × thickness of the sand stratum (z)
= 1 × 3.5 = 3.5 m