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  1. Harrie7

    The model refuses to converge.

    Greetings, I'm a newbie in this soil modelling business; have modelled a 'tank' full of soil. But once I input the *Mohr Coulomb model by inputting the friction angle and dilation, the model refuses to converge. the cohesion of the material is 4.4kPa. But I don't know the cohesion yield stress...

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