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Seepage Analysis in GeoStudio Seep W
Akua, I pulled up your files and I think I see the problem. You are assigning a boundary condition (Potential Seepage Face) along the inside faces of the sheet-piles and along the underside of the concrete(?) apron. I think this confounds SEEP/W into thinking there is some discharge surface...- SeepMasterDre
- Post #5
- Forum: Geotechnical engineering general discussion
