Research Article
A Novel Seepage Safety Monitoring Model of CFRD with Slab Cracks Using Monitoring Data
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| 1 | 7.98 | 0.05 | 3.53 | 0.30 | 14 | 48.89 | 0.31 | 0.31 | 10.33 | 2 | 8.51 | 0.22 | 7.98 | 0.34 | 15 | 53.01 | 0.37 | 0.24 | 6.28 | 3 | 12.89 | 0.17 | 6.11 | 0.29 | 16 | 56.64 | 0.41 | 0.43 | 6.36 | 4 | 13.15 | 0.16 | 6.23 | 0.34 | 17 | 56.81 | 0.29 | 0.31 | 6.36 | 5 | 14.47 | 0.12 | 6.68 | 0.21 | 18 | 77.42 | 0.28 | 0.34 | 12.72 | 6 | 17.96 | 0.24 | 3.49 | 0.27 | 19 | 77.53 | 0.07 | 0.29 | 8.03 | 7 | 26.39 | 0.33 | 2.94 | 0.23 | 20 | 86.77 | 0.40 | 0.28 | 5.28 | 8 | 29.90 | 0.37 | 7.73 | 0.27 | 21 | 86.96 | 0.35 | 0.31 | 5.58 | 9 | 30.62 | 0.48 | 9.92 | 0.24 | 22 | 87.42 | 0.28 | 0.18 | 4.50 | 10 | 34.21 | 0.23 | 7.60 | 0.46 | 23 | 90.34 | 0.38 | 0.26 | 1.79 | 11 | 34.60 | 0.46 | 6.64 | 0.33 | 24 | 90.85 | 0.26 | 0.29 | 3.92 | 12 | 40.55 | 0.43 | 5.44 | 0.21 | 25 | 95.11 | 0.16 | 0.44 | 6.61 | 13 | 43.93 | 0.05 | 8.37 | 0.30 | 26 | 106.75 | 0.13 | 0.27 | 0.43 |
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