[Retracted] Comparison and Economic Envelope Structure Schemes for Deep Foundation Pit of Subway Stations Based on Fuzzy Logic

Table 2

The value of the merit of each indicator.

Target	Scenario A	Scenario B	Scenario C
Strength condition of support structure	0.8	0.7	0.7
Stability	1.5	1.4	1.2
Maximum deformation	24	27	27
Engineering impact	0.6	0.8	0.84
Construction impact	0.7	0.9	0.84
Possibility of secondary disasters	0.84	0.7	0.7
Difficulty in construction	0.8	0.84	0.7
Mutual interference	0.7	0.84	0.84
Construction period	59	74	49