Hi All, I'm working on a model where I need to actively extract water from the bottom of a 10m high sand column by applying suction. The goal is see how the the saturation changes over time. I've applied a constant pressure head of -5m at the bottom to accelerate the dewatering process. I'm using the Saturated/Unsaturated…
Hi everyone, I’m automating SLOPE/W runs via the GeoStudio Python API and I need to access the reinforcements so I can read and modify, line-by-line, the Tensile Capacity and Pullout Resistance.I’m struggling to find the correct object tree/collection for reinforcements in the API. What I want to do Iterate over the…
Does SEEP/W under unsat condition takes drying into consideration or somehow we can input initial water content before running storm event on the berm. My concern after storm event the berm goes drying phase between the two storm events. So to run transient analysis how we can input the initial volumetric water content so…
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 all Would anyone know if it's possible to create multiple analysis (scenarios) in one project and save all in one *gsz file when using a student version? Thanks
I am concerned about the way the program is computing the results. In my first analysis, the left boundary was located 100 m from the toe of the slope, and the calculated factor of safety was 1.30. In the second analysis, where the left boundary was placed only 50 m from the toe, the factor of safety increased…
Hello, I was trying to simulate this paper. I want to see the effect of rainfall on slope stability. I don't know where I am making mistake. I am describing step by step of my model. Here is the original model in this paper (Effect of long duration rainstorm on stability of Red-clay slopes) At first, I wanted to try with…
In this study, results of slope conditions were calculated for 240 different steps under each rainfall condition. I do understand that I can define no of steps in define project option. Can you please tell me how to plot the data with steps?
Hello everyone. May I ask a question that is related to the programming capabilities of Geostudio? As we know, Python is the built-in programming language in ABAQUS, which supports users to do the following: 1.create and modify the components of an Abaqus model, such as parts, materials, loads and stages; 2.create, modify…
I am doing a slope stability analysis. I am trying to compare the factor of safety including seepage and without seepage. First, I calculated FOS using slope-W and I got 1.290 but when I used the seep-w results to do another slope w analysis and I am getting 1.445 when I am including seepage effect. Why am I getting higher…
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