Civil Engineering MCQJE Level Civil Engineering

Seepage pressure in soil is caused by:

Soil MechanicsSoil MechanicsMEDIUM

Choose the correct answer

A

Electrical field in soil

B

Flow of water through soil pores — drag force on soil skeleton proportional to hydraulic gradient

C

Thermal expansion of soil

D

Static water pressure only

Correct Answer

B. Flow of water through soil pores — drag force on soil skeleton proportional to hydraulic gradient

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Seepage pressure = γw × i × volume (where i = hydraulic gradient = Δh/L, γw = unit weight of water). Seepage forces are body forces acting on soil skeleton in the direction of flow. Upward seepage reduces effective stress; downward seepage increases it. At critical hydraulic gradient ic = G−1/(1+e) ≈ 0.9–1.0, effective stress becomes zero → quick condition (sand boil).

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