![A granular soil has a saturated unit weight of 20 kN/m3 and an effective angle of shearing resistance of 30°. The unit weight of water is 9.81 kN/m3](https://www.gkseries.com/blog/wp-content/uploads/2023/07/A-granular-soil-has-a-saturated-unit-weight-of-20-kN-m3-and-an-effective-angle-of-shearing-resistance-of-30°.jpg)
Q. A granular soil has a saturated unit weight of 20 kN/m3 and an effective angle of shearing resistance of 30°. The unit weight of water is 9.81 kN/m3. A slope is to be made on this soil deposit in which the seepage occurs parallel to the slope up to the free surface. Under this seepage condition for a factor of safety of 1.5, the safe slope angle (in degree, round off to 1 decimal place) would be
Solution:
FOS = 1.5
If there is seepage parallel to the slope
![](https://www.gkseries.com/blog/wp-content/uploads/2023/07/Screenshot-437.png)