Frost-Heaving Cracking Sensitivity of Single-Flaw Rock Mass Based on a Numerical Experimental Method

Figure 2

Simulated results (a–e) of the frost-heaving cracking mode compared with the experimental results (f).

(a) 4 h

(b) 13 h

(c) 17 h

(d) 20 h

(e) 28 h

(f)