I am running a research to compare the pore pressure dissipation and consolidation time. for this purpose I need to have an initial High-pore pressure (excess pore pressure) at different depths that was cuased by ground compaction. So i am wondering if someone has an idea how can i apply it.
NOTE that I tried to change the water conditions in the boreholes from head to hydrostatic and user defined, But this did not work for my case. Because during dissipation the software considers this level as the natural one and stop calculations as soon as the pore pressure reach it.
for example, at the surface the normal pore pressure is 0Pa, but I want it to start at 2 Pa. and then I would like the software to measure the required time to dissipate it till I get the 0Pa.
Thanks