Research Article
Acoustic Emission Characteristics of Normal and Layered Concrete Blocks during Dilating/Static Fracture
Table 2
The mixing proportions used to create the layered concrete test block [
28].
| Material | Compressive strength (MPa) | Setting time (min) | Proportion (by weight) | Mass of material (kg) | High-alumina cement | Portland cement | Quartz powder | Water | Quick setting agent |
| Sandstone | 13 | 10 | 1 : 2 : 6.47 : 3.05 | 1.15 | 2.30 | 7.45 | 3.51 | 0.104 | Sand-shale-1 | 6 | 15 | 1 : 2 : 9 : 4.1 | 0.88 | 1.76 | 7.90 | 3.60 | 0.079 | Sand-shale-2 | 4 | 20 | 1 : 2 : 14.5 : 6.15 | 0.59 | 1.18 | 8.56 | 3.63 | 0.053 | Sandstone | 13 | 10 | 1 : 2 : 6.47 : 3.05 | 1.15 | 2.30 | 7.45 | 3.51 | 0.104 | Sand-shale-1 | 6 | 15 | 1 : 2 : 9 : 4.1 | 0.88 | 1.76 | 7.90 | 3.60 | 0.079 | Hard coal | 1.6 | 30 | 1 : 2 : 25 : 11 | 0.35 | 0.69 | 8.68 | 3.82 | 0.031 | Sandstone | 13 | 10 | 1 : 2 : 6.47 : 3.05 | 1.15 | 2.30 | 7.45 | 3.51 | 0.104 | Sand-shale-1 | 6 | 15 | 1 : 2 : 9 : 4.1 | 0.88 | 1.76 | 7.90 | 3.60 | 0.079 | Sandstone | 13 | 10 | 1 : 2 : 6.47 : 3.05 | 1.15 | 2.30 | 7.45 | 3.51 | 0.104 | Mud shale | 3 | 25 | 1 : 2 : 17.5 : 7.18 | 0.50 | 1.01 | 8.81 | 3.62 | 0.045 | Sand-shale-1 | 6 | 15 | 1 : 2 : 9 : 4.1 | 0.88 | 1.76 | 7.90 | 3.60 | 0.079 | Sandstone | 13 | 10 | 1 : 2 : 6.47 : 3.05 | 1.15 | 2.30 | 7.45 | 3.51 | 0.104 |
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