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  • SRF drops after peak and then raises again until stability

    When performing safety analysis on Plaxis the following behavior is happening: The SRF reaches a peak and then drop. After that, there is a continuous raising until the line stabilize. This indicates an error in the model or is a possible outcome…

  • Excessive Excess porepressure in foundation after embakment reinforcement

    I am currently modeling the reinforcement of a tailings dam. I'm using the Hardening Soil Model for the foundation materials and we are running a fully coupled flow-deformation analysis. We are observing that during the reiforcement phases the model is…
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