engineering recuitment HPCL Engineer Mock Test 2024 Soil Mechanics and Foundation Engineering Seepage Analysis
A unit volume of a mass saturated soil is subjected to horizontal seepage. The saturated unit weight is 22 kN/m3 and the hydraulic gradient is 0.3 the resultant body force on the soil mass is ______.
1
6.6 kN
2
22.97 kN
3
1.98 kN
4
12.54 kN