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
Dear Walid,
It's not possible to directly apply an excess pore pressures in a soil area because excess pore pressures are calculated results, not input pore pressures.
However, there is a trick you can use to still apply for instance 2 kPa excess pore pressure in a certain layer, but it would require 2 extra calculation phases
Some notes:
Hopefully this helps,
With kind regards,
Dennis Waterman
Thanks Dennis.
Can you please provide some information on HOW would i remove "user-defined pore pressure" in phase X+1 without affecting phase X?
The only way I know is from the borehole details, but in this case phase X will be affected as well??
Just select the area in Phase X+1 and in the Selection Explorer set the Waterconditions to Global. This is also how you apply the user-defined pore pressures in Phase X, not in the borehole.
Thanks for the quick response... I will try that.. you are much appreciated