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GeoStudio

Recent Discussions

Force Polygon non-closure issue with PWP
Hi, I am using GeoStudio Slope/W version 2023.1.1. There is a problem with force polygon resulting from analysis when piezometric surfaces are introduced to the model (Before addition of piezometric surfaces the polygons are healthy). The polygons appear no to be closing for submerged slices. There is no problem with them…
Structural Strength of Geosynthetics -Plate? In Slope/W Reinforcement definition
What is meaning of Plate strength of Geosynthetics, can a better word be use instead of Plate strength? Mor technical word preferably? As most of the users would have no idea about Plate strength.
Selecting Slip Surface "Entry Exit" or Automatic gives huge difference FOS.
Hi, Anyone knows about Slip Surface selection in Project Information page giving us few options of which One is Entry-Exit and other is Autaumatic. When I selected Entry Exit close to the edge of the slope I got FOS 4.79 and choosing Autaumatic option in project setting page, then running the calcs again I got FOS 30. The…
Slope/W, Slipline selection method Entry and Exit vs Automatic
Above analysis in Slope/w version 2025.02 with selecting Automatic slip line, FOS = 42.442 Above analysis in Slope/w version 2025.02 with selecting Entry and Exit slip line, FOS = 7.919 Automatic Slip line gave FOS 5 TIMES HIGFHER!!!
Seep/w FOS
Hi, Anyone knows how to calculate FOS in SEEP/W?
Geofabrics pullout capacity & care to take while Tensile Strength of Geofabric ≠ Pull-Out Resistance
I am discussing a Landfill site with Geofab as a part of capping liner system where overlaying soil depth is limited and require slope stability assessment and to check any contribution from Geofab for FOS ?!?!? 1️⃣ Tensile Strength of Geofabric ≠ Pull-Out Resistance If the geofabric has: Ultimate tensile strength = 21…
License renewal
Does anyone know, we have an old version of the GeoStudio program - 9.0.3.15488-Full, whose license has expired, and since we are no longer paying the subscription, Seequent doesn't want to help us. In the first line of the *.lic file, it shows when the license expired ## GEO-SLOPE International Ltd. FLEXnet License…
How to draw geometry for SEEP/W, using csv file having latitude longitude and bed elevation data?
Hello, I am working on seepage and slope stability analysis in GeoStudio. I have a CSV file containing latitude, longitude, and river bed elevation from field survey data, and I can already plot the bed profile in Excel. I would like to know: Is it possible to import a CSV (XYZ) file directly into GeoStudio to create the…
factor of safety of reinforced earth walls using SRM method
I am a research scholar working on FEM analysis of reinforced earth (MSE) walls using SIGMA/W to evaluate both deformation and factor of safety (FoS). While the deformation results appear reasonable, I am facing issues with the stability results. When I run the analysis using the Strength Reduction Method (SRM) in SIGMA/W,…
CTRAN/W Boundery Conditions
Hi, I'm curious about the difference in the boundary condition "Solute source concentration" and "Solute concentration". How does these work and in which situation does one apply the one or the other? BR, C-F

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