Effects of Water and scCO₂ Injection on the Mechanical Properties of Granite at High Temperatures

Table 2

Testing conditions for the triaxial compression experiments considering the effect of pore fluid and temperature.

Specimen	Pc (MPa)	Pp (MPa)	Pore fluid	T (°C)
#5	5	0	Dry	60
#6	5	0	Dry	90
#7	5	0	Dry	120
#8	5	0	Dry	150
#9	15	10	Water	60
#10	15	10	Water	90
#11	15	10	Water	120
#12	15	10	Water	150
#13	15	10	CO2	60
#14	15	10	CO2	90
#15	15	10	CO2	120
#16	15	10	CO2	150