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| References | Rock type | Rock integrity | Loading method | Variables | Parameters |
|
| Bagde et al. [6] | Sandstone | Complete | Cyclic loading | Loading frequency (0.1–10 Hz), amplitude (0.05–0.15 mm) | Dynamic modulus, dynamic fatigue strength, dynamic axial stiffness |
| Ma et al. [7] | Rock salt | Complete | Cyclic loading | Confining pressure (7, 14, 21 MPs), loading cycles (about 800) | Elastic modulus |
| Li et al. [8] | Gypsum | Incomplete | Cyclic loading | Loading frequency (0.2, 2, 21 Hz), loading cycles (0–20), line of flaw angles (0°−90°) | Dynamic strength, the deformation modulus |
| Liu et al. [9] | Synthetic rocks | Incomplete | Cyclic uniaxial compression | Relative cycle (0–1.2), line of flaw angles (30°−75°) | Dynamic elastic modulus, dynamic damping ratio |
| Ma et al. [10] | Sandstone | Incomplete | Cyclic loading | Cyclic stress, cycles, line of flaw angles (0°−60°) | Elastic modulus |
| Deng et al. [11] | Sandstone | Complete | Cyclic loading | Loading frequency (0.02–1 Hz), stress amplitude (10−35 MPa) | Damping ratio, dynamic elastic modulus |
| Ni et al. [12] | Granite | Complete | Cyclic loading | Loading frequency (0.01–1 Hz) | Dynamic elastic modulus, damping ratio |
| Huang et al. [13] | Red clay | Complete | Cyclic loading | Confining pressure (100−200 MPa), loading frequency (1–6 Hz) | Dynamic elastic modulus, damping ratio |
| Bie et al. [14] | Phyllite | Complete | Triaxial compression | Stress amplitude (10−80 MPa) | Dynamic elastic modulus, dynamic damping ratio |
| Yang et al. [15] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Temperature (25−900°C) | Peak strength, elastic modulus |
| Zhao et al. [16] | Sandstone | Complete | Cyclic loading and unloading | Confining pressure (0−50 MPa) | Elastic modulus and Poisson’s ratio |
| Xie et al. [17] | Sandstone | Complete/
incomplete | Split Hopkinson pressure bar (SHPB) loading | Confining pressure (2−10 MPa), line of flaw angles (15°) | Dynamic compressive strength |
| Xiao et al. [18] | Granite | Complete | Cyclic loading | Number of cycles (0–140), stress amplitude (93.23–100.4 MPa) | Dynamic elastic modulus, dynamic damping ratio |
| Xu et al. [19] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Strain rates (85.7–143.5 s−1), temperature (25−150°C) | The dynamic compression strength, dynamic peak stress, elastic modulus |
| Xiao et al. [20] | Granite | Complete/
incomplete | Split Hopkinson pressure bar (SHPB) loading | Line of flaw angles (0°−90°) | Dynamic strength |
| Yin et al. [21] | Granite | Complete | Triaxial loading test | Temperature (100−400°C), confining pressure (0−25 MPa) | Peak strength, elastic modulus |
| Zhao et al. [22] | Granite | Complete | Cyclic loading | Temperature (100−600°C) | Strength, elastic modulus |
| Huang et al. [23] | Granite | Complete/
incomplete | Cyclic loading | Line of flaw angles (45°), number of flaws (0, 1, 2), temperature (20−900°C) | Peak strength, elastic modulus |
| Zhao et al. [24] | Granite | Complete | Triaxial loading test | Confining pressure (15−55 MPa) | Elastic modulus |
| Zhou et al. [25] | Granite | Complete/
incomplete | Thermal–mechanical test | Temperature (25−700°C), ligament angle spans (75°−120°) | Elastic modulus |
| Wu et al. [26] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Stress wavelengths (0.8–2.0 m), strain rates (20–120 s−1) | Dynamic compressive strength |
| Yin et al. [27] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Temperature (25−300°C), axial pressure (20 MPa) | Uniaxial compressive strength, peak stress, elastic modulus |
| Li et al. [28] | Granite | Complete/
incomplete | Split Hopkinson pressure bar (SHPB) loading | Impact pressures (0.7–0.9 MPa), joint angle (0°−90°) | Dynamic compressive strength, elastic modulus, transmitted energy ratio, absorbed energy ratio, reflected energy ratio |
| Liang et al. [29] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Strain rates (19.1–190.5/s) | Ultimate strength, elastic modulus |
| Mishra et al. [30] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Strain rates (41.31–475.59/s) | Dynamic elastic modulus |
| Guo et al. [31] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Temperature (25−800°C) | Peak stress, peak strain, and elastic modulus |
| Li et al. [32] | Granite | Complete | Split Hopkinson pressure bar (SHPB) loading | Axial stress (0−70 MPa) | Dynamic strength, dynamic elastic modulus, dynamic strain |
| Yang et al. [33] | Granite and red sandstone | Complete | Cyclic triaxial compression test | Confining pressures (5–25 MPa) | Dynamic shear modulus, damping ratio |
| Ding et al. [34] | Granite | Complete | Cyclic loading | Loading frequency (1–20 Hz), confining pressure (5–30 MPa), dynamic stress amplitude (5–27.5 MPa), number of cycles (50 times) | Dynamic elastic module, dynamic damping ratio |
| This paper | Granite | Incomplete | Cyclic loading | Loading frequency (1–20 Hz), confining pressure (5–30 MPa), dynamic stress amplitude (5–27.5 MPa), number of cycles (50 times), degree of sample defects (single jointed 30°, single jointed 60°, and double jointed 60°) | Dynamic elastic module, dynamic damping ratio |
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