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For the stability analysis of embankment dam, what should be the direction of horizontal and vertical seismic coefficient. 1.What is the meaning of a positive and negative coefficient for both vertical and horizontal case? 2. For eg. for the stability analysis of embankment dam for d/s slope what should be the sign for the…
Dear all, Is it possible to implement a user-defined constitutive model into Geostuido SIGMA/W? If yes, then what programming language is supported? Are there any examples for reference? I'd appreciate it for your help. Regards Chou.
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.
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…
Hello, when I was studying the case of "BUILD3D Tunnel 4 - Swept tunnel and imported ground surface. gsz", I did not find the topo file "topo. step". Where can I find it. Thank you.
hey! I got a question for modeling transient analysis when using Seep/W and Sigma/W. I'm trying to model an embankment with a certain initial moisture content. Is there any way to define initial moisture content rather than defining only saturation state of the soil? Since I try to analyze dissipation of water through the…
Hello teacher, I want to find out where can I find the non-Darcy flow plug-in in the two-dimensional case, I can't find the two-dimensional non-Darcy flow in the geostudio plug-in, thank you.
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