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Abstract: A sound and economical underground project design depends on a realistic geological model, a quality rockmass characterization and an informed assessment of other influencing factors. However, due to the lack of truly three-dimensional subsurface fracture geometry data, this reality is rendered difficult. In order to overcome this, the use of Discrete Fracture Networks (DFNs) is becoming...
Abstract: A first step in the characterization of fractured rock materials and its anticipated mechanical response during an underground excavation is the static mapping and modelling of the subsurface fracture system. This task is rendered difficult by the lack of truly 3D data about the subsurface fracture geometry. Yet, it is critical to be able to establish a reliable, geologically and...