Question $1$

Caculate the total, neutral and effective stress $(kPa)$ at the base of each soil layer listed below. Assume the water table rest $4m$ below ground surface and that there is a capillary rise of $1m$ above the water table. Provide your answers in kPa to $1$ decimal place. Use $9\mathrm{.}81k\frac{N}{m^3}$ as the unit weight of water.

$\backslash$table$[[,$Total,Neutral,Effective$],[\backslash$table$[[$Silty Sand: $5m$ thick, $y_t=$