Research Article
Frost-Heaving Cracking Sensitivity of Single-Flaw Rock Mass Based on a Numerical Experimental Method
Figure 9
Variation in the multielement minimum principal stress along path B–B’ over time for various flaw lengths: (a) 10 mm; (b) 15 mm; (c) 20 mm; (d) 25 mm.
(a) |
(b) |
(c) |
(d) |