Examples

Example $1$: A rectangular foundation $2m$ by $2\mathrm{.}5m$ is located on the ground surface. The foundation applies a pressure of $200k\frac{N}{m^2}$ on the soil profile shown. Determine the consolidation settlement of the clay due to this foundation loading. Use the $2$:$1$ Method to find the stress increment. Is the settlement acceptable? $($Acceptable settlement for concrete buildings $<mn>2</mn><mn>5</mn><mi>m</mi><mi>m</mi><mtext></mtext><mi>)</mi>$