Application of Modified Hoek–Brown Strength Criterion in Water-Rich Soft Rock Tunnel

Table 3

Parameters of the generalized Hoek-Brown strength criterion.

0	0.4500	31.815	0.30232	0.000135	0.51977	23.314
360	0.4500	31.815	0.30232	0.000135	0.51977	7.917