Hello. I am attempting to model the stability of a dam with a salty material that dissolves into the water seeping through it. It is a complex issue as I am not entirely sure of the resultant behavior of the material caused by seepage. I've attempted some makeshift methods of modeling the behavior in Sigma/W but am not…
I'm trying to learn how to develop Python Code to interact with GeoStudio. Is there any Python API documentation? I could only find videos, which do not cover what I need to do.
Issues – Initial Piezometric Surface cannot be modified through the scripting API Our Transient Seepage analysis obtains its initial pore-water-pressure conditions from an Initial Piezometric Surface. Through extensive testing, it appears that this object cannot currently be modified through the scripting API. We tested…
Hi everyone. I am currently undertaking a slope stability assessment using SLOPE/W and have encountered an issue with the optimized slip surface search. The analysis has been configured with specified entry and exit regions; however, the reported critical slip surface appears to extend outside the defined search bounds.…
Hello everyone, I would like to know whether it is possible to extract element-wise stress and hydraulic gradient for the entire soil domain in GeoStudio (2022). If this is possible, could you please explain the process or recommend the appropriate method? My objective is to export the stress components and hydraulic…
Hi ! I just updated my Geostudio to 2025 version, and I am regretting it… I found a problem on the display graph when I try to modify my WRC for example : I can't see what excel would call "primary minor vertical gridlines", and when it's a logarithmic axis, it's basically preventing me to read the graph, I can't really…
Hello Everyone, I am trying to model an excavation of 8m with secant pile wall in Seep/W for calculating the discharge for dewatering requirements. The secant pile wall is of 900mm dia hard piles. The dig level is -4.5 m OD, ground level is +3.5m OD and the water level maintained at 1.0m from the dig level (i.e. -5.5 m…
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…
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…
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