Query about FLAC 3D example "Emb loading in Cam Clay Foundation" Consolidation/drained?

Hello @itascan, @everyone
This is about the example application of FLAC 3D “Emb loading on cam clay foundation”.
In this example, the fluid time-total has been considered for drained condition, So Can this not be considered consolidation?
Can we simulate consolidation of soft soil by turning the fluid biot off" ?
Is it mandatory to use biot coefficient to simulate consolidation process?

EmbankmentLoad.dat (2.7 KB)