Research Article
Stress Analysis of Negative Coal Pillar Gob-Side Entry and Its Principle of Preventing Rock Burst
Table 2
Material parameters and proportion of different constituents in physical model materials.
| Rock strata | Density (kg·m−3) | Proportion number | Materials | Aggregate: materials | Lime: plaster (lime: soil) |
| Medium sandstone | 1.67 | 6 : 5 : 5 | Sand : cement : plaster | 6 : 1 | 5 : 5 | Mudstone | 1.66 | 8 : 6 : 4 | Sand : lime : plaster | 8 : 1 | 6 : 4 | Siltstone | 1.70 | 6 : 5 : 5 | Fine sand : lime : plaster | 6 : 1 | 5 : 5 | Limestone | 1.68 | 10 : 9 : 1 | Fine sand : lime : plaster | 10 : 1 | 9 : 1 | Shale | 1.69 | 10 : 6 : 1 | Fine sand : lime : plaster | 8 : 1 | 9 : 1 | Sandy mudstone | 1.60 | 8 : 6 : 4 | Fine sand : lime : plaster | 10 : 1 | 8 : 2 | Siltstone | 1.70 | 6 : 5 : 5 | Fine sand : lime : plaster | 6 : 1 | 5 : 5 | Mudstone | 1.66 | 8 : 6 : 4 | Sand : lime : plaster | 8 : 1 | 6 : 4 | Coal | 1.02 | 10 : 1 : 0 | Fine sand : lime : soil | 10 : 1 | | Mudstone | 1.66 | 8 : 6 : 4 | Sand : lime : plaster | 8 : 1 | 6 : 4 |
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