Dear All,
In Finite Element analysis RS2 , the soil nails are within the slip surface. For stability can it be withing the slip circle ? What output parameters should i be looking into in the SRR method. Deformations are high where as the stresses are well under limits for the same location.
Awaiting replies,
Regards,
Partha
I think you should review your boundary conditions in relation to your results. Also, when modeling, always remember to consider a domain large enough to avoid boundary effects. For example, after the failure surface or circle, you could leave an H or H/2 of the slope. Regarding the anchors or soil nails, if you want to achieve stability, they must obviously cross that surface to "tie it down" and prevent failure. Good luck!
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