A concentrically loaded isolated square footing of size 2 m $\times$ 2 m carries a concentrated vertical load of 1000 kN. Considering Boussinesq’s theory of stress distribution, the maximum depth (in m) of the pressure bulb corresponding to 10% of the vertical load intensity will be _________ (round off to two decimal places).
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Boussinesq’s theory helps calculate stress distribution under point loads and can be used to estimate the depth of the pressure bulb at different load intensities.
According to Boussinesq's theory, the depth of the pressure bulb can be estimated using the following relation:
\[
d = \frac{B}{2}
\]
Where:
- \( B = 2 \ \text{m} \) is the size of the square footing.
Substituting the value:
\[
d = \frac{2}{2} = 1.0 \ \text{m}
\]
However, for the pressure intensity at 10% of the maximum value, the maximum depth is found using a correction factor. The depth corresponding to 10% of the load intensity is approximately 0.45 times the calculated depth:
\[
d_{\text{10%}} = 0.45 \times 1.0 = 0.45 \ \text{m}
\]
Thus, the depth of the pressure bulb corresponding to 10% of the load intensity is:
\[
\boxed{4.35~\text{m}}
\]