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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…
I did the slope stability analysis to calculate the FOS of the upstream and downstream of the earth dam using five methods. I got very different values for Janbu generalized methods compared to other methods. Could someone tell me the possible reasons for this? see the attached image.
Hi there, Pullout Force: {CurrentAnalysis.Objects.ReinforcementLines[1].PulloutForce} {UNITS(CurrentAnalysis.Objects.ReinforcementLines[1].PulloutForce)} I was wondering if it is possible to choose the number of decimal places for the argument above. The software spits out 7 decimal places, I'd like to have only 2 decimal…
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