Evaluation on the Stability of Vertical Mine Shafts below Thick Loose Strata Based on the Comprehensive Weight Method and a Fuzzy Matter-Element Analysis Model

Table 14

Summary table showing the classical field and segment field values for the evaluation of the stability of shafts below thick loose aquifers.

Evaluation index	Range of classical field values					Range of segment field values
	I	II	III	IV	V
1	0~12	12~24	24~36	36~48	48~60	0~60
2	0~101	101~202	202~303	303~404	404~505	0~550
3	0~88	88~176	176~264	264~352	352~440	0~625
4	0~15	15~30	30~45	45~60	60~75	0~80
1	1.6~1.9	1.3~1.6	1.0~1.3	0.7~1.0	0.4~0.7	0.4~1.9
2	0~0.2	0.2~0.4	0.4~0.6	0.6~0.8	0.8~1	0~1
3	0.6~0.65	0.65~0.7	0.7~0.75	0.75~0.8	0.8~0.85	0.6~0.85
1	0~2	2~4	4~6	6~8	8~10	0~10