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Advances in Civil Engineering
/
2021
/
Article
/
Tab 1
/
Research Article
Evolution of Strength Parameters for Sandstone Specimens during Triaxial Compression Tests
Table 1
Linear fitting with Mohr–Coulomb criterion for
.
(×10
−4
)
(MPa)
(MPa)
(MPa)
3
10
158.1
2.18
139.36
15
176.2
30
203.8