Topics. Consolidation, primary, Time $"$p$"$ Grade U $(\%),$ T years, soil mechanics...help$1.$ On the stratigraphy shown below, a large extension fill is

placed $($it could be considered infinite extension$),$ the fill material

has a specific weight of $.$

$24k\frac{N}{m}3$ and height of $4$ m $.$

a$)$ Determine the settlement that the fill will cause due to the

consolidation of the clay layer.

b$)$ Draw a diagram of the total load and pressure load with

respect to depth, for the primary consolidation time $($tp$).$ Draw

from the surface level to the depth of $6$ m $.$

c$)$ Draw a diagram of the pore water pressure with respect to time

for the center of the CL stratum. Indicate the extreme values of

the scheme, both in pressure and time.

Remember that current conditions show unidirectional flow and

that is the stability condition