engineering recuitment UPSSSC JE Civil 2024 Mock Test Soil Mechanics and Foundation Engineering Consolidation
The elastic settlement of the footing in case of saturated clays is determined using the relation:
1
\({S_i} = qB\left( {\frac{{{E_s}}}{{1 - \mu }}} \right)I\)
2
\({S_i} = qB\left( {\frac{{1 - \mu }}{{{E_s}}}} \right)I\)
3
\({S_i} = q\left( {\frac{{1 - {\mu ^2}}}{{{E_s}}}} \right)I\)
4
\({S_i} = qB\left( {\frac{{1 - {\mu ^2}}}{{{E_s}}}} \right)I\)