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,I hope you are doing well. I simulated a SEEP/W model that takes into account a boundary condition of recharge, where there is an interaction between climate and soil in one dimension. After the simulation, it appears that in node 16, the surface is affected by evaporation, but the node 15, located near the surface, is…
Hi,I hope you're doing well. I simulated a model in SEEP/W, taking into account a boundary condition like recharge where there is an interaction between climate and soil in 1D dimension. The rainfall was 573.4 mm. After the simulation, the cumulative rainfall was 0.548 m³, which means that P = 548 mm.It seems that there…
Hi all. I've just updated my Geostudio suite from v2019 to v2022 and I'm having issues to define the piezometric line for a transient analysis. The thing is that it does not allow me to copy and paste coordinates in the definition window. It's imposible to draw it by hand because it's not a straight line so I would like to…
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Hi I would like to know how is the principle of applying loading BC in geostudio. Suppose you have a staged construction like: stage 1) construction of slab in 7 days Stage 2) Construction of a storage tank in 5 days Stage 3) Filling the tank in 10 days What will be the most accurate method to model this: Solution 1)…
Why is the free outflow when the boundary condition water rate=0 in the Seep/W. What does this water rate boundary condition mean?
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…
I am trying to study the seismic response of slopes. Due to wave reflections, the amplification at the slope face is getting affected. Hence, I need to give absorbent boundary conditions at the lateral boundaries to absorb the wave reflections. Kindly help.
I need some help. I need to add a toe drain in an embankment dam as a region. I keep getting the error overlaping with edges. Can anyone guide me to what I am doing wrong and how I should go about it.
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