The response of a rock mass due to circular excavation in a Hoek-Brown material with non-uniform in-situ stress is modelled. The initial calculation is performed with the Field stress calculation type available since 2D 2016.
The response of a rock mass due to circular excavation in a Hoek-Brown material with non-uniform in-situ stress is modelled. The initial calculation is performed with the Field stress calculation type available since 2D 2016.