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Advances in Civil Engineering
/
2019
/
Article
/
Fig 3
/
Research Article
Damage Evolution Characteristics of Rock Salt under Different Stress Conditions
Figure 3
Stress-strain curves of rock salt in the compression test. (a)
σ
3
= 0 MPa. (b)
σ
3
= 15 MPa.
(a)
(b)