An Experimental Study on the Mechanical Properties of High-Temperature Granite under Natural Cooling and Water Cooling

Table 6

Summary of the influence zone and maximum difference.

Parameters	Influence zone
	Unapparent zone	Significance zone	Mitigation zone	Max. difference and the temperature
Peak stress	600°C–700°C	700°C–900°C	900°C–1,000°C	22.54 MPa, 900°C
E	600°C–700°C	700°C–900°C	900°C–1,000°C	2.03 GPa, 800°C
μ	600°C–800°C	800°C–900°C	900°C–1,000°C	0.258, 900°C