Is it possible to change the GeoStudio 2023 file to 2020, without using the 2023 license? Unfortunately, this is not possible with the viewing license.
Hello, I would like to model an abstraction and injection well using the SEEP 2D cross-section model. The wells in real life pump at 20m3/hr. However, when I specify a total water rate of 20 m3/hr in the model, I get a lot more drawdown and mounding compared to what I observe or model using a simple analytical equation. I…
I must calculate shear stresses at different time instants in QUAKE/W. There are two options to calculate shear stresses. 1. Under total stresses, there is an option called xy-shear stress and 2. under shear stresses, max. shear stresses. The results of both for a particular node are different. What are the calculation…
Hello everyone, I am working on a model that is roughly 10km wide but only covers 200m in height. After constructing the mesh, I vertically exaggerated the model by factor 15 before running it, to make adjustments and visualisation easier. Now the questions came up, if the vertical exaggeration is purely optical in nature…
Hi there, I have problem with slope stability calculations of tailing dam. I carried out the calculation with the use of different methods and I got the resulting factor of safety as follows: 1.74 for Morgenstern-Price method 1.51 for stress based method 1.4 for strength reduction method Why theses results are so different…
I am performing a seepage analysis of an embankment dam and have a question about the downstream boundary condition. I am using a potential seepage face boundary condition since tailwater is unknown. Is it appropriate to extend the potential seepage face down the right side of the model as a far field boundary condition or…
On giving a constant Gmax as an input parameter, there is a range of values that could be observed for G (equivalent). What exactly is this G (equivalent) ?
I'm running a seepage model and I'm getting some circles and crosses in the result, I think the red crosses mean issues with convergence, but what means the transparent circles? are the crosses really convergence problems?
Hola a todos Tengo un problema al representar las tomografías en la sección 3D. El caso es que salen en coordenadas geográficas decimales y no reconoce ese formato, por lo que se tiene que poner la coordenada del primer punto a mano. El problema es que no encuentro la manera de girarla, ya que sale en orientación N-S.…
The fos of safety before rainfall is less than 1 but after rainfall its increasing near to 1.5 please help me out...where i am making mistake
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