Table 4 Results of frozen silty clay uniaxial compressive strength (Layer 3).

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

2.82

4.13

4.48

2.46

3.92

4.69

2.76

3.95

4.82

Mean/MPa

2.68

4.00

4.66

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