Research Article
Layered Grouting Technology Based on a Comprehensive Water-to-Cement Ratio for the Overlying Loess Stratum of Urban Shallow Tunnels
Table 2
Orthogonal test arrangement.
| Test number | Factor 1 | Factor 2 | Factor 3 | Factor 4 | () | P (MPa) | (%) | W : C |
| T-1 | 1 (1.4) | 1 (1.5) | 1 (9) | 1 (0.8 : 1) | T-2 | 1 (1.4) | 2 (2.0) | 2 (15) | 2 (1.0 : 1) | T-3 | 1 (1.4) | 3 (2.5) | 3 (21) | 3 (1.2 : 1) | T-4 | 2 (1.6) | 1 (1.5) | 2 (15) | 3 (1.2 : 1) | T-5 | 2 (1.6) | 2 (2.0) | 3 (21) | 1 (0.8 : 1) | T-6 | 2 (1.6) | 3 (2.5) | 1 (9) | 2 (1.0 : 1) | T-7 | 3 (1.8) | 1 (1.5) | 3 (21) | 2 (1.0 : 1) | T-8 | 3 (1.8) | 2 (2.0) | 1 (9) | 3 (1.2 : 1) | T-9 | 3 (1.8) | 3 (2.5) | 2 (15) | 1 (0.8 : 1) |
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