## 1 Introduction
The correlation between dynamic peak stress and peak strain and loading rate is positively correlated under the same temperature conditions, while the correlation between dynamic elastic modulus and temperature is opposite. [PERSON] et al. [17] carried out experiments and numerical simulation analysis on the dynamic mechanical properties of granite at different temperatures (20, 100, 200 \({}^{\circ}\)C). Rock has a maximum dynamic compressive strength of 20 \({}^{\circ}\)C, and at that temperature, the loading rate increases, increasing peak stress and peak strain. [PERSON] [18] experimentally studied the sandstone's dynamic mechanical properties under hydro-thermal coupling in an air-dried state and at different temperatures. Sandstone experiences an increase in peak strain and a decrease in peak stress as a result of temperature increases. [PERSON] et al. [19] analyzed the dynamic parameter variation characteristics of siltstone under the combined action of thermal and hydraulic forces. Axial pressure, osmotic water pressure, and temperature increases cause peak stress and strain to rise, brittleness to decrease, and ductility to increase. [PERSON] et al. [20] studied the changes in dynamic mechanical parameters of marble under different impact rates at temperatures ranging from 25 to 800 \({}^{\circ}\)C. Marble's dynamic peak strength decreases with increasing temperature, whereas its peak strain increases at the same impact rate. [PERSON] et al. [21] studied different cooling methods effects on preheated granite's dynamic mechanical properties. As the preheated temperature and cooling rate increased and the size and quantity of internal pores increased, the dynamic compressive strength declined. [PERSON] et al. [22] experimentally studied the physical and mechanical properties of preheated granite at 100, 200, and 300 \({}^{\circ}\)C after rapid cooling in water at 0, 20, and 60 \({}^{\circ}\)C. [PERSON] et al. [23] studied marble's dynamic stress, static stress, and strain properties after heating and cooling at six temperatures (25, 100, 200, 400, 600, and 800 \({}^{\circ}\)C). The peak strain under both static and dynamic load increases with temperature, with the peak strain under dynamic load typically being greater than that under static load. Under static load, the peak stress decreased by 58.3% with an increase in temperature, and under dynamic load, the peak stress decreased by 80.8%. [PERSON] et al. [24] analyzed the influence granite's dynamic tensile mechanical properties under different cooling rates at temperatures (200, 400, and 600 \({}^{\circ}\)C), and that granite's dynamic tensile strength decreases as heating temperature and cooling rate rise. [PERSON] et al. [25] experimentally studied the mechanical parameters of granite at different impact speeds at nine temperature levels (25-800 \({}^{\circ}\)C). Dynamic peak stress increases with increasing impact speeds under the same temperature conditions, and the peak stress increase gradient of preheated samples undergoes a change in the same impact speeds. [PERSON] [26] studied the impact tensile mechanical behavior of coal measures sandstone under thermal damage (25, 100, 200, 400, 600, 800 \({}^{\circ}\)C). Sandstone's dynamic strain and dynamic tensile strength gradually rise as strain rate increases. [PERSON] et al. [27] conducted the dynamic impact experiments on granite at 25-600 \({}^{\circ}\)C, and proposed that the increase in temperature leads to a gradual decrease in the dynamic stress of granite, while the elastic modulus exhibits a characteristic of first increasing and then decreasing. [PERSON] et al. [28] experimentally studied the effects of water content (0%, 20%, 100%) and temperature (20, \(-\)20, \(-\)30 \({}^{\circ}\)C) on the dynamic impact mechanical behavior of rock. The dynamic impact strength of rock decreases at 20 \({}^{\circ}\)C as the water content increases. At \(-\)20 \({}^{\circ}\)C and \(-\)30 \({}^{\circ}\)C, the increase of water content leads to the dynamic impact strength of rock increases first and then decreases.