Table 3 Results of frozen silt uniaxial compressive strength (Layer 2).

From: Fuzzy random evaluation of creep model of frozen soft soil in metro tunnel construction using artificial ground freezing technique

Temperature/°C

 − 5

 − 10

 − 15

Uniaxial compressive strength/MPa

1.95

3.21

4.22

2.13

3.19

4.10

2.28

3.30

4.34

Mean/MPa

2.12

3.23

4.22

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