Table 10 Uniaxial and triaxial compression test results of slate under 50 FTC.

From: Study on physical and mechanical properties of high-grade highway subgrade slate in permafrost region under freeze–thaw cycles

Specimen number

\({\upsigma}_{3}\)/MPa

\({\upsigma}_{1}\)//MPa

BY-21

0

170.22

BY-22

0.1

174.08

BY-25

0.2

174.55

BY-24

0.3

184.45

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