Research Article

AHP-FSE-Based Risk Assessment and Mitigation for Slurry Balancing Shield Tunnel Construction

Table 2

Risk evaluation index system for slurry balancing shield.

Target layerFirst layerSecond layerThird layer

Risk of slurry shield constructionPersonnel risk (A)Professional skills and experience (A1)Working experience (A11)
Safety skills (A12)
Emergency capacity (A13)
Safety consciousness (A14)
Physical condition (A2)Working strength (A21)
Physical health (A22)
Mental health status (A3)Sense of discipline (A31)
Working pressure (A32)
Mechanical risk (B)Mechanical use status (B1)Mechanical failure condition (B11)
Mechanical aging condition (B12)
Mechanical wear condition (B13)
Mechanical qualification status (B2)Qualification rate of installation (B21)
Qualification rate of maintenance (B22)
Material risk (C)Material quality status (C1)Physical property (C11)
Dimensional discrepancy (C12)
Material storage status (C2)Storage conditions (C21)
Stacking condition (C22)
Method risk (D)Security system (D1)Integrity degree (D11)
Executive capacity (D12)
Implementation effect (D13)
Construction schemes (D2)Working method (D21)
Drawings change (D22)
Environmental risk (E)Geological environment (E1)Geological conditions (E11)
Geological disaster situation (E12)
Social environment (E2)Surrounding traffic conditions (E21)
Settlement level of surrounding buildings (E22)
Underground pipeline relocation (E23)
Site environment (E3)Safety facilities (E31)
Water pollution (E32)