A Novel Model of the Ideal Point Method Coupled with Objective and Subjective Weighting Method for Evaluation of Surrounding Rock Stability

Table 5

Original data of surrounding rock in Beigu mountain tunnel.

Sample	Position in Beigu mountain tunnel	/%			/(L·min^−1)	/°
1	K4+100~K4+130	61.8	0.33	2.8	18	33
2	K4+490~K4+520	64.9	0.27	3.0	27	28
3	K4+550~K4+580	74.5	0.67	4.6	20	43
4	K5+100~K5+130	78.3	0.72	5.0	23	39