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Fig. 5 | Swiss Journal of Geosciences

Fig. 5

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

Fig. 5

adapted from Wild et al. (2015c), 433–436, copyright Springer, Wien 2014, with permission of Springer

Influence of total suction on a the Young’s modulus (E), b the unconfined compressive strength (UCS) and the onset of dilation (CI), c the Brazilian tensile strength (BTS) normal and parallel to bedding, and d the P-wave velocity normal (v p,n ) and parallel (v p,p ) to bedding.

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