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Anchor Support: Red box in front of slip surface
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?
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Thousand Simulations slope/w and seep/w
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…
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Getting comparatively higher FOS in Slope stability analysis
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.