Table 1 Results of numerical simulations.
From: Probabilistic analysis and simulation of crack propagation in concrete pavements and surfaces
\(q\) | #Fails/5E5 | \(\mu_{{n_{f} }}\) | \(\mu_{{n_{s} }} = \mu_{{n_{f} }} - m\) | \(P_{f} = 1 - \frac{{\mu_{{n_{s} }} }}{{\mu_{{n_{f} }} }}\) | \(1 - 2q\) |
|---|---|---|---|---|---|
0.0* | 1 | 33 | 0 | 1.000 | 1.000 |
0.05 | 1 | 37 | 4 | 0.892 | 0.900 |
0.10 | 1 | 41 | 8 | 0.805 | 0.800 |
0.17 | 1 | 50 | 17 | 0.660 | 0.660 |
0.25 | 1 | 65 | 32 | 0.508 | 0.500 |
0.3 | 1 | 81 | 48 | 0.407 | 0.400 |
0.35 | 1 | 108 | 75 | 0.306 | 0.300 |
0.4 | 1 | 161 | 128 | 0.205 | 0.200 |
0.45 | 0.37 | 268 | 235 | 0.123 | 0.100 |
0.49 | 0 | – | – | 0.000 | 0.020 |
0.5* | 0 | – | – | 0.000 | 0.000 |
