Table 1 Loading mechanical test scheme after segmented high-temperature treatment.
Rock sample number | Height H/mm | Diameter D/mm | Density ρ/(g/cm3) | Heating temperature T/℃ | Segmented height Hf/mm |
|---|---|---|---|---|---|
BF1 | 99.92 | 49.24 | 1.35 | ||
BF2 | 99.84 | 49.21 | 1.36 | ||
BF3 | 99.88 | 49.27 | 1.45 | ||
F1-1 | 99.69 | 49.21 | 1.33 | 100 | 20%H |
F1-2 | 99.86 | 49.35 | 1.38 | 200 | |
F1-3 | 100.10 | 49.25 | 1.37 | 300 | |
F1-4 | 99.90 | 49.30 | 1.32 | 400 | |
F2-1 | 100.04 | 49.19 | 1.38 | 100 | 40%H |
F2-2 | 99.69 | 49.17 | 1.33 | 200 | |
F2-3 | 99.97 | 49.23 | 1.30 | 300 | |
F2-4 | 99.84 | 49.19 | 1.33 | 400 | |
F3-1 | 99.85 | 49.25 | 1.44 | 100 | 60%H |
F3-2 | 100.07 | 49.29 | 1.42 | 200 | |
F3-3 | 99.53 | 49.19 | 1.33 | 300 | |
F3-4 | 100.10 | 49.15 | 1.33 | 400 | |
F4-1 | 100.00 | 49.25 | 1.37 | 100 | 80%H |
F4-2 | 100.07 | 49.22 | 1.31 | 200 | |
F4-3 | 100.09 | 49.23 | 1.35 | 300 | |
F4-4 | 99.92 | 49.23 | 1.41 | 400 | |
F5-1 | 100.06 | 49.19 | 1.35 | 100 | 100%H |
F5-2 | 99.91 | 49.28 | 1.30 | 200 | |
F5-3 | 99.92 | 49.22 | 1.36 | 300 | |
F5-4 | 99.71 | 49.15 | 1.41 | 400 |