For the applined linear forces on the soll, determine

$q_1=280k\frac{W}{m}$

$q_2=215k\frac{W}{m}$

Solution:

Stress increase at point A due to gs$?$

$\frac{k}{2}=$

Influence factor I $=$

Stress increase at point A due to es$?$

$\backslash$table$[[,],[,],[,$kPa$]]$

Stress increase at point A due to q : vertical companents.

$\frac{x}{2}=$

Influence factor I $=$

Vertical component of q :

Stress increase at point A due to $q_{\text{:}}$ vertical component:

Stress increase at point A due to $q_2$ horisontal component:

$\frac{x}{2}=$

Influence factor I $=$

Horizontal component of $q_2$

Stress increase at point A due to $Q_2$ horizontal component:

Thus total stress increase at point $A$ is:

Stress increment due to induced load

$14\mathrm{.}0$

For the applined linear forces on the soil, determine the stress increase at point C if

$q_1=280k\frac{N}{m}$

$q_2=215k\frac{N}{m}$

Solution:

Stress increase at point A due to $q_1$ :

$\frac{x}{z}=$

Influence factor $1=$

Stress increase at point A due to $q_1$ :

Stress increase at point A due to $q_2$ vertical component:

$\frac{x}{z}=$

Influence factor $|||=$

Vertical component of $q_2$ :

Stress increase at point A due to $q_2$ vertical component:

$\backslash$table$[[,,],[,,],[,$kPa,$]]$