Research Article
Progressive Failure and Acoustic Emission Characteristics of Red Sandstone with Different Geometry Parallel Cracks under Uniaxial Compression Loading
Table 1
The main parameters of red sandstone.
| Density | | 2.40 g/cm3 | Material | | Original brittle rock from Junan County, Linyi City, China | Particle sizes | | 0.07–0.30 mm [24] | Uniaxial compressive strength | 77.95 MPa | Specimen size: 50 mm (diameter) × 100 mm (height) | Tangent elastic modulus | 6.55 GPa | Uniaxial compression loading tests under the ISRM standard | Uniaxial tensile strength | 3.76 MPa | Specimen size: 50 mm (diameter) × 25 mm (height) | Brazilian disc test under the ISRM standard |
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