In the paper, based on the engineering geological conditions and mining scheme of E zone, the three-dimensional geological model is established for slope of E zone. Using FLAC3D finite difference software, numerical simulation is done for the whole process of excavation from the original surface to the 1 230 m platform of pit bottom. It is analyzed from three aspects of stress field, displacement field and plastic zone, so as to predict the stability and stability development situation for slope of E zone during the process of continuous excavation to the pit bottom, which provides a more reasonable basis of the precaution and the design of treatment scheme for the lower excavation slope.
| 科 Family | 属数 Number of genus | 种数 Number of species | 占总种数比例 Percentage of total species (%) | 属 Genus | 种数 Number of species | 占总种数比例 Percentage of total species (%) |
|---|---|---|---|---|---|---|
| 鹅膏菌科Amanitaceae | 2 | 11 | 5.26 | 鹅膏菌属 Amanita | 10 | 4.78 |
| 小菇科 Mycenaceae | 2 | 12 | 5.74 | 丝盖伞属 Inocybe | 5 | 2.39 |
| 多孔菌科 Polyporaceae | 8 | 14 | 6.70 | 蜡蘑属 Laccaria | 5 | 2.39 |
| 红菇科 Russulaceae | 3 | 23 | 11.00 | 小皮伞属 Marasmius | 6 | 2.87 |
| 小菇属 Mycena | 11 | 5.26 | ||||
| 光柄菇属 Pluteus | 5 | 2.39 | ||||
| 红菇属 Russula | 17 | 8.13 | ||||
| 栓菌属 Trametes | 5 | 2.39 |