Problem $2$

Compute the lateral pressure distribution acting on the wall shown below, with the groundwater

at locations two difference scenarios: a and $b.$

For each of those scenarios, then draw the lateral earth and hydro$-$statis pressure distribution with

depth. $($Use Rankine active pressure coefficient$)$

The soil properties are: $c^{\text{'}}=0,\frac{O}{{?}^{\text{'}}}=30,=20\mathrm{.}4\frac{KN}{m^3},$ and ${}_{\text{s}\text{a}\text{t}}=22\frac{KN}{m^3}$