Engineering Application and Prediction of the Influence Area of the Rockfall Hazards

Table 3

The experimental arrangements and results.

Experiment	Factor		Experimental result y
	1	6		6870.28	−8.111
2	7.86	3926.48	−8.161
3	9.72	982.67	−8.030
4	11.59	8178.64	−10.884
5	13.45	5234.83	−15.378
6	15.31	2291.03	−6.621
7	17.17	9487.00	−6.211
8	19.03	6543.19	−5.252
9	20.90	3599.39	75.662
10	22.76	655.58	78.820
11	24.62	7851.55	87.112
12	26.48	4907.74	89.953
13	28.34	1963.94	86.387
14	30.21	9159.91	89.403
15	32.07	6216.10	91.772
16	33.93	8832.82	99.755
17	35.79	6870.28	102.602
18	37.66	7524.46	104.472
19	39.52	4580.66	−20.093
20	41.38	1636.85	96.014
21	43.24	8832.82	96.387
22	45.10	5889.01	−18.076
23	46.97	2945.21	−24.929
24	48.83	1.40	−25.123
25	50.69	7197.37	−26.288
26	52.55	4253.57	−27.473
27	54.41	1309.76	−28.655
28	56.28	8505.73	−29.959
29	58.14	5561.92	−30.994
30	60	2618.12	−33.952

Z is the elevation of rockfall rock. M is mass of rockfall rock.