A glass container with pervious bottom containing fine sand in
loose state (void ratio = 0.8) is subjected to hydrostatic pressure
underneath until quick condition occurs in the sand. If the
specific gravity of sand
particles = 2.65, area of cross section of sand sample = 10 cm2 and
height of sample 10 cm.
Compute the seepage force acting from
below (N).
Compute the head of water required to cause quicksand
condition (cm).
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