Hello everyone.. Thank you for this program that allows us to help in various ways.. I have a three-part question: First, what are the implications of (X AND O) that appeared on the dam after the analysis?? Second: How can I draw and represent the safety factor over time on Chart form?? Third: How can we enter daily…
Hello everyone, I have had problems with the lateral displacement on my dynamic analysis models, they continue to grow from a certain point in the seismic record to unrealistic values such as tens or hundreds of meters. I have modifed the material properties and the seismic records, where the problem still exists. I used…
Hi, I have a levee model that uses slope/w and seep/w for transient analysis. I aim to employ this model in studying the response to 1000 different hydrographs (representing various hydraulic load conditions). While I have researched for information on this, my current understanding is the use of PEST for parameter…
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) ?
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