Hi everyone, @itascan @dafo407_itasca @itasca @ddegagne @dblanksma
I am modeling a reinforced soil wall in FLAC3D where geogrid structural elements are used as reinforcement. In my study, the reinforcement should not act as a hydraulic barrier, meaning groundwater should be able to pass through the geogrid while it provides only mechanical reinforcement.
I am creating the geogrids using the following commands:
struct geogrid create by-face internal group 'geogrids=geogrid1' ...
range group 'layer1A:layer1B'
;struct geogrid property isotropic=(5.39e8,0.33) thick=5e-3 ...
; coupling-stiffness=1e6 coupling-cohesion=0 ...
; coupling-friction=30 slide on range group 'geogrid1'
My questions are:
- Is the geogrid structural element permeable by default, i.e., does it allow groundwater/pore water to pass through it without affecting the fluid flow?
- Or do I need to use any additional command or setting to make the geogrid permeable?
- Does the geogrid participate only in the mechanical calculation, while the fluid flow is solved entirely through the surrounding zones?
- Is there any section of the FLAC3D documentation or any example model that discusses the hydraulic behavior of geogrid structural elements?
Any clarification or references would be greatly appreciated.
Thank you!