Research Article
Upper Bound Limit Analysis for Seismic Stability of Rock Slope with Tunnel
Table 3
Table of the orthogonal test.
| Number | H (m) | β (°) | d1 (m) | R (m) | c (kPa) | kh (g) | φ (°) | Fs |
| 1 | 14 | 40 | 9 | 5 | 50 | 0.1 | 20 | 4.52 | 2 | 14 | 40 | 9 | 5 | 60 | 0.2 | 25 | 6.45 | 3 | 14 | 40 | 9 | 5 | 70 | 0.4 | 30 | 9.99 | 4 | 14 | 45 | 12 | 6 | 50 | 0.1 | 25 | 9.92 | 5 | 14 | 45 | 12 | 6 | 60 | 0.2 | 30 | 8.62 | 6 | 14 | 45 | 12 | 6 | 70 | 0.4 | 20 | 1.73 | 7 | 14 | 50 | 15 | 7 | 50 | 0.1 | 30 | 5.79 | 8 | 14 | 50 | 15 | 7 | 60 | 0.2 | 20 | 2.76 | 9 | 14 | 50 | 15 | 7 | 70 | 0.4 | 25 | 1.99 | 10 | 15 | 40 | 12 | 7 | 50 | 0.2 | 20 | 3.65 | 11 | 15 | 40 | 12 | 7 | 60 | 0.4 | 25 | 4.14 | 12 | 15 | 40 | 12 | 7 | 70 | 0.1 | 30 | 3.43 | 13 | 15 | 45 | 15 | 5 | 50 | 0.2 | 25 | 2.31 | 14 | 15 | 45 | 15 | 5 | 60 | 0.4 | 30 | 2.22 | 15 | 15 | 45 | 15 | 5 | 70 | 0.1 | 20 | 4.03 | 16 | 15 | 50 | 9 | 6 | 50 | 0.2 | 30 | 8.07 | 17 | 15 | 50 | 9 | 6 | 60 | 0.4 | 20 | 1.19 | 18 | 15 | 50 | 9 | 6 | 70 | 0.1 | 25 | 9.31 | 19 | 16 | 40 | 15 | 6 | 50 | 0.4 | 20 | 1.14 | 20 | 16 | 40 | 15 | 6 | 60 | 0.1 | 25 | 5.48 | 21 | 16 | 40 | 15 | 6 | 70 | 0.2 | 30 | 2.74 | 22 | 16 | 45 | 9 | 7 | 50 | 0.4 | 25 | 1.82 | 23 | 16 | 45 | 9 | 7 | 60 | 0.1 | 30 | 7.08 | 24 | 16 | 45 | 9 | 7 | 70 | 0.2 | 20 | 3.10 | 25 | 16 | 50 | 12 | 5 | 50 | 0.4 | 30 | 1.10 | 26 | 16 | 50 | 12 | 5 | 60 | 0.1 | 20 | 2.55 | 27 | 16 | 50 | 12 | 5 | 70 | 0.2 | 25 | 2.46 |
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