slopeW

Hi, I am using GeoStudio Slope/W version 2023.1.1. There is a problem with force polygon resulting from analysis when piezometric surfaces are introduced to the model (Before addition of piezometric surfaces the polygons are healthy). The polygons appear no to be closing for submerged slices. There is no problem with them…

When I run my stability analysis with an anchor, it is showing that the support from the bonded zone is in front of the critical failure surface (as shown by the red box). When I make the anchor longer, this support goes away, which seems to me the opposite of what should happen. What is going on?

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.