Research Article
An Evaluation Model for Tailings Storage Facilities Using Improved Neural Networks and Fuzzy Mathematics
Table 1
Total sorting for the hierarchy structure.
| Evaluation indexes | Weight | Sorting |
| Dam type and technology | 0.0299 | 9 | Tailings composition and physical characteristics analysis | 0.0093 | 15 | The proportion of the side slope and the saturation line observations | 0.1169 | 3 | Dam seismic capacity | 0.0708 | 5 | The sturdiness and displacement of the tailings dam | 0.0129 | 13 | The sturdiness of drainage tunnel | 0.0325 | 8 | Design of dam drainage and flood control installation | 0.1631 | 2 | Stability and reliability of the flood control system | 0.2726 | 1 | Runnability of returning water pump station | 0.0199 | 11 | Design of dam water return installation | 0.0562 | 6 | Stability and reliability of the water return system | 0.1057 | 4 | Runnability of tailings pump station | 0.0292 | 10 | The condition of concentration basin and concentrator | 0.0035 | 17 | Stability of tailings transportation system | 0.0116 | 14 | The management organisation structure | 0.0143 | 12 | Safety technical standards and regulations | 0.0060 | 16 | Regular and casual safety inspection and maintenance | 0.0455 | 7 |
|
|