Table 6 Fuzzy random sensitivity of wellbore thickness-to-diameter ratio.

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

Mine

Deep/m

Conventional mean sensitivity

Conventional standard deviation sensitivity

Fuzzy random mean sensitivity

Fuzzy random standard deviation sensitivity

\(\mathop {\left( {\frac{{\partial \tilde{P}_{f} }}{{\partial \tilde{\mu }_{{x_{i} }} }}} \right)}\nolimits_{\alpha }^{ - }\)

\(\mathop {\left( {\frac{{\partial \tilde{P}_{f} }}{{\partial \tilde{\mu }_{{x_{i} }} }}} \right)}\nolimits_{\alpha }^{ + }\)

\(\mathop {\left( {\frac{{\partial \tilde{P}_{f} }}{{\partial \tilde{\sigma }_{{x_{i} }} }}} \right)}\nolimits_{\alpha }^{ - }\)

\(\mathop {\left( {\frac{{\partial \tilde{P}_{f} }}{{\partial \tilde{\sigma }_{{x_{i} }} }}} \right)}\nolimits_{\alpha }^{ + }\)

Main shaft

391–430

0.2007

0.0422

0.1722

0.2405

0.0397

0.0469

430–490

0.2339

0.0386

0.2133

0.2748

0.0358

0.0438

490–545

0.2518

0.0325

0.2315

0.2980

0.0301

0.0377

400–420

0.2276

0.0447

0.1942

0.2628

0.0418

0.0501

Auxiliary shaft

420–480

0.2428

0.0388

0.2105

0.2742

0.0332

0.044

480–544

0.2663

0.0315

0.2396

0.3010

0.0294

0.0364

400–430

0.2001

0.0496

0.1702

0.2326

0.0473

0.0538

Air shaft

430–490

0.2290

0.0452

0.2013

0.2645

0.0426

0.0502

490–538

0.2493

0.0407

0.2304

0.2944

0.0378

0.0444