Research Article
Experimental Research on Material and Mechanical Properties of Rock-Like Filling Materials in Disaster Prevention of Underground Engineering
Table 4
Judgment matrix of filling stability.
| Factor | Evaluation matrix | Index weight | E1 | E2 | E3 | E4 | E5 |
| Strength of filling body | 0.15 | 0.06 | 0.24 | 0.8 | 0.15 | 0.5128 | Compactness of filling body | 0 | 0 | 0.6 | 0.5 | 0.28 | 0.2755 | Cementation of filling body | 0.04 | 0.08 | 0.6 | 0.38 | 0.040 | 0.0740 | Top connection rate of filling body | 0.46 | 0.06 | 0.28 | 0.25 | 0.08 | 0.1377 |
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