Sensitivity Analysis in the Estimation of Mechanical Parameters of Engineering Rock Mass Based on the Hoek–Brown Criterion

Figure 13

Results of sensitivity analysis of displacement and EDZ. (a) The sensitivity curve of displacement (M3-1) to IPs. (b) The sensitivity curve of displacement (M1-1) to IPs. (c) The sensitivity curve of displacement (M2-1) to IPs. (d) The sensitivity curve of EDZ to IPs.

(a)

(b)

(c)

(d)