Hello Researchers!
Currently i simulated slope in dynamic analysis with steady flow seepage, the properties of the slope is soft and the earthquake is so terrifying. My groundwater table model is follow the geometry of the slope.
I have a problem with my model, as your prejudice, my model always get bad geometry in the middle of the calculation. I have read in example FLAC (earthquake in wharf model), but it is not fit with my model since the groundwater condition isn't flat.
So, do you know how to write code to rezone in dynamic analysis with steady seepage? Attached is the image of my model and my rezone code (but it still doesn't work).
Thank you
Ahmad -
This is a pretty complex type of analysis. Unfortunately, I can't seem to find your attached files. There are many different pitfalls that can occur when attempting this, however, the rezoning function that FLAC uses should automatically account for a non-horizontal phreatic surface, I have had success with this type of problem. It is possible that your error is due to something external to the internal rezone function that FLAC applies, meaning, it could be a user-defined variable (or something similar) that is being used that is the problem.
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