Research Article
Engineering Application and Prediction of the Influence Area of the Rockfall Hazards
Table 2
The orthogonal factor levels of cross section.
| Level | Factor | | |
| 1 | 6 | 1.40 | 2 | 7.86 | 328.49 | 3 | 9.72 | 655.58 | 4 | 11.59 | 982.67 | 5 | 13.45 | 1309.76 | 6 | 15.31 | 1636.85 | 7 | 17.17 | 1963.94 | 8 | 19.03 | 2291.03 | 9 | 20.90 | 2618.12 | 10 | 22.76 | 2945.21 | 11 | 24.62 | 3272.30 | 12 | 26.48 | 3599.39 | 13 | 28.34 | 3926.48 | 14 | 30.21 | 4253.57 | 15 | 32.07 | 4580.66 | 16 | 33.93 | 4907.74 | 17 | 35.79 | 5234.83 | 18 | 37.66 | 5561.92 | 19 | 39.52 | 5889.01 | 20 | 41.38 | 6216.10 | 21 | 43.24 | 6543.19 | 22 | 45.10 | 6870.28 | 23 | 46.97 | 7197.37 | 24 | 48.83 | 7524.46 | 25 | 50.69 | 7851.55 | 26 | 52.55 | 8178.64 | 27 | 54.41 | 8505.73 | 28 | 56.28 | 8832.82 | 29 | 58.14 | 9159.91 | 30 | 60 | 9487.00 |
|
|
Z is the elevation of rockfall rock. M is mass of rockfall rock.
|