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?
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…
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…
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 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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