Research Article
A Damage Constitutive Model of Rock Subjected to Freeze-Thaw Cycles Based on Lognormal Distribution
Figure 2
The stress-strain curves of rock subjected to different freeze-thaw cycles. (a) n = 0, (b) n = 5, (c) n = 10, (d) n = 20, and (e) n = 40.
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(b) |
(c) |
(d) |
(e) |