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Fig. 6 | Geothermal Energy

Fig. 6

From: Laboratory experiments on the effects of corrosion inhibitor on the mechanical properties of reservoir rock

Fig. 6

Mohrā€“coulomb failure envelopes on shear stress (Ļ„) versus normal stress (Ļƒ) plots for Treuchtlinger Marmor limestone. Legend is the same for all three panels. The pink area labelled RMC indicates the uncertainty which was estimated based on the repeat experiments. a limestone with water, with a cohesion of 33ā€‰Ā±ā€‰5Ā MPa and a friction coefficient of 0.67ā€‰Ā±ā€‰0.07; b limestone with inhibitor 1 (3000Ā ppm), with a cohesion of 59ā€‰Ā±ā€‰10Ā MPa and a friction coefficient of 0.43ā€‰Ā±ā€‰0.11; c limestone with inhibitor 2 (3000Ā ppm), with a cohesion of 23ā€‰Ā±ā€‰3 and a friction coefficient of 1.01ā€‰Ā±ā€‰0.05

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