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Fig. 18 | Swiss Journal of Geosciences

Fig. 18

From: Geomechanical behaviour of Opalinus Clay at multiple scales: results from Mont Terri rock laboratory (Switzerland)

Fig. 18

Theoretical pore-pressure after relaxation of a bore core from an in situ state of stress equivalent to the state of stress at the Mont Terri Rock Laboratory. Dip direction is measured positive clockwise in the horizontal plane from axis 3 (Fig. 16), which is zero degrees in azimuth. Dip is measured positive down from the horizontal plane (plane 2–3)

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