Table 4 Results of K-S test of the vehicle weight distributions.
From: Influence of simulated traffic on foundation pit deformation via machine vision technology
Vehicle type | Distribution evaluation | Different distribution type | Distribution determination | |||
|---|---|---|---|---|---|---|
Gauss | Lognormal | Weibull | Gamma | |||
Type 1 | D | 0.05877 | 0.04643 | 0.04726 | 0.02454 | Gamma |
P value | 0.04079 | > 0.15 | > 0.1 | > 0.25 | ||
Conclusion | R | A | A | A | ||
Type 2 | D | 0.03253 | 0.05297 | 0.05153 | 0.03734 | Gauss |
P value | > 0.15 | 0.08629 | > 0.1 | > 0.25 | ||
Conclusion | A | A | A | A | ||
Type 3 | D | 0.059 | 0.04675 | 0.08037 | 0.03908 | Gamma |
P value | 0.03988 | > 0.15 | > 0.1 | > 0.25 | ||
Conclusion | R | A | A | A | ||
Type 4 | D | 0.04334 | 0.07194 | 0.0352 | 0.06271 | Weibull |
P value | > 0.15 | <=0.01 | > 0.1 | 0.02447 | ||
Conclusion | A | R | A | R | ||
