Table 5 Fuzzy random sensitivity of axial compressive strength of concrete.
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 | 0.2508 | 0.0707 | 0.2015 | 0.2838 | 0.0679 | 0.0845 |
430–490 | 0.2824 | 0.0614 | 0.2340 | 0.3126 | 0.0617 | 0.0802 | |
490–545 | 0.3037 | 0.0523 | 0.2716 | 0.3570 | 0.0504 | 0.0719 | |
400–420 | 0.2665 | 0.0685 | 0.2255 | 0.3044 | 0.0529 | 0.0766 | |
Auxiliary shaft | 420–480 | 0.2803 | 0.0598 | 0.2629 | 0.3150 | 0.0512 | 0.0707 |
480–544 | 0.3249 | 0.0566 | 0.2932 | 0.3631 | 0.0478 | 0.0666 | |
400–430 | 0.2489 | 0.0796 | 0.2179 | 0.2805 | 0.0754 | 0.0884 | |
Air shaft | 430–490 | 0.2764 | 0.0743 | 0.2401 | 0.2959 | 0.0713 | 0.0828 |
490–538 | 0.3120 | 0.0701 | 0.2829 | 0.3317 | 0.0669 | 0.0784 | |