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.
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…
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!!!
Hi, Anyone knows how to calculate FOS in SEEP/W?
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…
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…
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…
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,…
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
Hi, this is hopefully an easy one to answer - I am running a seep/w analysis which has quite a few time steps, each with a varying pore water pressure profile. I was hoping to use sigma/w to assess the effective stress at each time step (using a load/deformation analysis for each pwp profile from seep/w at each time step),…
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