Response of a rock mass to circular excavation (non-uniform in-situ stress)

25 February 2016

In the video we show how to set-up the model discussed in the validation report below. The validation concerns the response of a rock mass due to circular excavation in a Hoek-Brown material with non-uniform in-situ stress. The initial calculation is performed with the Field stress calculation type available since 2D 2016.

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