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…
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 modeling the formation of a frozen body around a freezing pipe with flowing groundwater. When defining the materials I selected the "reduce flux in frozen soil". Looking at my results I still have water flowing through the frozen body. How can I make sure that the frozen body is impermeable? See also attached…
Good morning I have a liquefaction file and would like to know if a colored graph for regions of liquefaction can be shown. In the "Level Ground Shaking", the pdf shows it. Please advise. Thank you
What is the difference between Peak X-acceleration and X-acceleration in the graphical results. I tried to compare the two on the surface but results were not the same. Thank you
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