1.

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 ______.

A. 6.6 kN
B. 22.97 kN
C. 1.98 kN
D. 12.54 kN
Answer» E.


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