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

Table 4

The calculation results for the influence range of each cross section of the Guanyindong Slope.

Slope section position (m)	Elevation of rockfall rock Z (m)	Mass of rockfall rock M (kg)	Position of rockfall rock (m)
12	38.705	4986.204	111.616
24	60	4196.453	102.397
36	41.841	7240.130	51.735
48	37.205	2151.947	70.18
60	60	7601.522	88.684
72	60	4351.76	90.131
84	51.640	2836.387	76.176
96	60	3658.595	90.930
108	60	3527.153	87.308
120	59.456	4974.903	117.478