The cylindrical soil sample shown in the figure below is connected to two reservoirs. a) Determine the pressure, elevation, and total head at point
A
in the sample b) Determine the discharge velocity and flow rate if soil has a coefficient of permeability of 0.14
c(m)/(s)
and the cross-sectional area of the sample is
700mm^(2)
. c) If the saturated unit weight of the soil is assumed
19k(N)/(m^(3))
and the unit weight of water is 9.81
k(N)/(m^(3))
, find effective stress at point
A
d) Could this soil reach a quick condition, if so, how could this be achieved?

Question

The cylindrical soil sample shown in the figure below is connected to two reservoirs. a) Determine the pressure, elevation, and total head at point

A

in the sample b) Determine the discharge velocity and flow rate if soil has a coefficient of permeability of 0.14

c(m)/(s)

and the cross-sectional area of the sample is

700mm^(2)

. c) If the saturated unit weight of the soil is assumed

19k(N)/(m^(3))

and the unit weight of water is 9.81

k(N)/(m^(3))

, find effective stress at point

A

d) Could this soil reach a quick condition, if so, how could this be achieved?

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