Table 5. Analysis of the influence of road class, cartographic depth-to-water (DTW) index class, soil class and slash reinforcement on the share of roads with ruts in the different sites, p-values from the 16 stand-based ANOVAS. A level of p < 0.05 was chosen to distinguish significant factors, cells with * indicate a significant influence and cells ** with are the ones with a near significant influence. | ||||||||||
Stand | Road class | DTW | Slash reinforcement | Soil class | Road class × DTW | Road class × Slash | Road class × Soil class | DTW × Slash reinforcement | DTW × Soil class | Slash reinforcement × Soil class |
1 | 0.0215* | 0.03* | 0.0002* | 0.0197* | 0.9748 | 0.0026* | 0.2036 | 0.9905 | 0.572 | 0.0828** |
2 | 0.0964** | 0.165 | 0.9365 | 0.001* | 0.4871 | 0.5493 | 0.3164 | 0.3892 | 0.0183* | 0.3962 |
3 | 0.001* | 0.2934 | 0.3274 | 0.0537* | 0.4494 | 0.6837 | 0.0089* | 0.4046 | 0.4716 | 0.5252 |
4 | 0.04* | 0.2958 | 0.9687 | 0.4161 | 0.1479 | 0.9619 | 0.2917 | 0.8235 | 0.455 | 0.9128 |
5 | 0.0044* | 0.6441 | 0.2259 | 0.2571 | ||||||
6 | 0.5042 | 0.495 | 0.7857 | 0.7572 | 0.5648 | 0.6788 | 0.3797 | 0.5098 | 0.7765 | |
7 | 0.0322* | 0.4084 | 0.0879** | 0.0205* | 0.2025 | 0.6711 | 0.1634 | 0.4945 | 0.8165 | 0.1111 |
8 | 0.3764 | 0.4226 | 0.8608 | 0.3453 | ||||||
9 | 0.0119* | 0.1102 | 0.097** | 0.0015* | 0.1057 | 0.0019* | 0.1448 | 0.7727 | 0.3545 | 0.0003* |
10 | 0.0354* | 0.1911 | 0.7014 | 0.419 | 0.6164 | 0.2061 | 0.701 | 0.041* | 0.8409 | 0.1424 |
11 | 0.101 | 0.6993 | 0.2517 | 0.0004* | 0.0819** | 0.3958 | 0.2811 | 0.6566 | 0.1238 | 0.1942 |
12 | 0.0893** | 0.5333 | 0.9812 | 0.1362 | 0.3472 | 0.4568 | 0.9896 | 0.7221 | 0.317 | 0.942 |
13 | 0.0185* | 0.1037 | 0.0683** | 0.0129* | 0.1339 | 0.3667 | 0.2057 | 0.4966 | 0.0567** | 0.568 |
14 | 0.5771 | 0.4427 | 0.006* | 0.1794 | ||||||
15 | 0.0571** | 0.3014 | 0.0064* | 0.0172* | 0.2202 | 0.0311* | 0.3344 | 0.0352* | 0.4112 | 0.0665** |
16 | 0.1307 | 0.0536* | 0.2513 | 0.0068* | 0.0363* | 0.2383 | 0.6492 | 0.1621 | 0.6386 |