Research Article
A Comparative Study on the Dynamic Tensile Strength Evaluation Method of Rock Materials
Table 3
Experimental results of the spalling test.
| ID | Specimen length (mm) | Strain rate (1/s) | Dynamic tensile strength (MPa) | | | | | | |
| SP-01 | 250 | 9.24 | 26.86 | 45.67 | 49.68 | 9.89 | 12.42 | SP-02 | 250 | 11.91 | 32.04 | 41.30 | 50.15 | 10.38 | 12.10 | SP-03 | 250 | 13.53 | 29.93 | 84.05 | 63.28 | 13.97 | 14.28 | SP-04 | 250 | 17.14 | 48.72 | 113.99 | 59.85 | 14.06 | 20.49 | SP-05 | 250 | 18.88 | 67.46 | 108.77 | 71.80 | 17.78 | 23.35 | SP-06 | 250 | 19.68 | 56.57 | 104.24 | 75.61 | 10.88 | 23.49 | SP-07 | 250 | 22.49 | 69.11 | 145.55 | 76.72 | 22.99 | 26.07 | SP-08 | 250 | 23.49 | 72.05 | 140.81 | 74.83 | 16.64 | 24.58 | SP-09 | 150 | 13.48 | — | 36.38 | — | — | 10.35 | SP-10 | 150 | 42.59 | — | 124.12 | — | — | 26.01 | SP-11 | 150 | 16.94 | — | 87.98 | — | — | 17.32 | SP-12 | 150 | 32.68 | — | 97.65 | — | — | 19.47 |
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