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This study experimentally analysed the influence of temperature levels (200, 300, 400, 500, 600, and 800 • C) on the permeability of granite samples. At each temperature level, the applied confining pressure was in the range of 10-30 MPa, and the inlet hydraulic pressure varied below the corresponding confining pressure. The results are as follows: (i) With an increase in the temperature level, induced micro-fractures in the granites develop, and the decrement ratios of both the P-wave velocitydoi:10.3390/pr6040036 fatcat:yv4gt7yjjzc7bl5uvqcvqt53ha