Table 3 Structural parameters of outer wellbore.

From: Fuzzy random sensitivity analysis for the overall structure reliability of reinforced concrete freezing wellbores in deep alluvium based on hidden Markov model

Mine

Depth (m)

Grade of concrete

Inner radius (mm)

Outer radius (mm)

Inner reinforcement ratio(%)

Outer reinforcement ratio(%)

Main shaft

391–430

C60

5250

6300

0.528

0.481

430–490

C70

5250

6550

0.562

0.538

490–545

C75

5250

6550

0.604

0.573

Auxiliary shaft

400–420

C65

5000

6000

0.682

0.667

420–480

C65

5200

6250

0.722

0.709

480–544

C70

5200

6250

0.750

0.696

Air shaft

400–430

C65

5050

6450

0.652

0.684

430–490

C65

5050

6450

0.738

0.705

490–538

C70

5100

6500

0.756

0.732