Fig. 15From: Geomechanical behaviour of Opalinus Clay at multiple scales: results from Mont Terri rock laboratory (Switzerland)(Figure modified from Thoeny 2014)Conceptual model of the excavation damaged zone based on borehole information, geological mapping, seismic tomography, borehole and drillcore logging and deformation measurements in BRC-2 (the location of the borehole is given in Fig. 5 of Bossart et al. 2017, this volume)Back to article page