For a soil sample having a saturated unit weight of 20 kN/m3 and subjected to a seepage as shown below, the effective stress at a depth of 1m in the soil sample is
1
14.905 kN/ m2
2
24.905 kN/ m2
3
10.19 kN/ m2
4
0
For a soil sample having a saturated unit weight of 20 kN/m3 and subjected to a seepage as shown below, the effective stress at a depth of 1m in the soil sample is