Fig. 17From: Performance of the Opalinus Clay under thermal loading: experimental results from Mont Terri rock laboratory (Switzerland)Evolution of pore pressure increments at various points in the Opalinus Clay during the HE-D test. Observations and computed results a Borehole D03, b Borehole D14, c Borehole D15, d Borehole D16, e Borehole D17, f Sensor locationBack to article page