Research Article
Contribution Modeling on Condition Evaluation of Asphalt Pavement Using Uncertainty Measurement and Entropy Theory
Table 3
Results of weights of each evaluation index.
| Sample | PCI | RQI | RDI | SRI | PCI | RQI | RDI | SRI |
| 1 | 1.0000 | 0.5704 | 0.7119 | 0.7916 | 0.3253 | 0.1856 | 0.2316 | 0.2575 | 2 | 0.6612 | 0.6226 | 0.6917 | 0.7100 | 0.2462 | 0.2318 | 0.2576 | 0.2644 | 3 | 0.5973 | 0.5853 | 0.9681 | 0.7854 | 0.2034 | 0.1993 | 0.3297 | 0.2675 | 4 | 0.9710 | 0.5700 | 0.9367 | 0.9522 | 0.2831 | 0.1662 | 0.2731 | 0.2776 | 5 | 0.8767 | 0.6001 | 1.0000 | 0.8440 | 0.2640 | 0.1807 | 0.3011 | 0.2542 | 6 | 1.0000 | 0.6823 | 0.6316 | 0.5714 | 0.3466 | 0.2365 | 0.2189 | 0.1980 | 7 | 1.0000 | 0.5893 | 1.0000 | 0.5704 | 0.3165 | 0.1865 | 0.3165 | 0.1805 | 8 | 0.5711 | 0.5751 | 0.6082 | 0.5693 | 0.2458 | 0.2475 | 0.2617 | 0.2450 | 9 | 0.6226 | 0.6687 | 0.6612 | 0.8456 | 0.2225 | 0.2390 | 0.2363 | 0.3022 | 10 | 1.0000 | 0.5732 | 0.5883 | 0.6857 | 0.3512 | 0.2013 | 0.2066 | 0.2408 | 11 | 1.0000 | 0.8573 | 0.6105 | 0.5697 | 0.3292 | 0.2822 | 0.2010 | 0.1876 | 12 | 0.6316 | 0.6231 | 0.6096 | 0.9414 | 0.2251 | 0.2221 | 0.2173 | 0.3355 | 13 | 1.0000 | 0.6220 | 0.6096 | 0.8221 | 0.3275 | 0.2037 | 0.1996 | 0.2692 | 14 | 0.8937 | 0.5955 | 1.0000 | 0.5740 | 0.2918 | 0.1944 | 0.3265 | 0.1874 | 15 | 0.5966 | 0.5823 | 1.0000 | 0.8456 | 0.1972 | 0.1925 | 0.3306 | 0.2796 | 16 | 0.7320 | 0.6562 | 0.6627 | 0.5504 | 0.2814 | 0.2522 | 0.2548 | 0.2116 | 17 | 0.7177 | 0.5693 | 0.7576 | 0.9041 | 0.2434 | 0.1931 | 0.2569 | 0.3066 | 18 | 0.7128 | 0.5874 | 0.6087 | 0.7623 | 0.2669 | 0.2199 | 0.2279 | 0.2854 | 19 | 0.6134 | 0.5744 | 0.7299 | 0.9343 | 0.2151 | 0.2014 | 0.2559 | 0.3276 | 20 | 0.6988 | 0.5902 | 0.8253 | 0.9629 | 0.2271 | 0.1918 | 0.2682 | 0.3129 | 21 | 1.0000 | 0.7207 | 0.5694 | 0.8551 | 0.3179 | 0.2291 | 0.1810 | 0.2719 | 22 | 1.0000 | 0.7299 | 0.6382 | 0.7188 | 0.3239 | 0.2365 | 0.2067 | 0.2329 | 23 | 0.5696 | 0.7417 | 0.7696 | 0.8660 | 0.1933 | 0.2517 | 0.2611 | 0.2939 | 24 | 0.6758 | 0.5700 | 0.5842 | 0.8865 | 0.2488 | 0.2098 | 0.2151 | 0.3263 | 25 | 0.8314 | 0.6562 | 0.6163 | 0.8683 | 0.2797 | 0.2208 | 0.2074 | 0.2921 | 26 | 1.0000 | 0.6520 | 0.7217 | 0.9106 | 0.3045 | 0.1985 | 0.2197 | 0.2773 | 27 | 0.6420 | 0.5826 | 0.6270 | 0.7685 | 0.2450 | 0.2224 | 0.2393 | 0.2933 | 28 | 1.0000 | 0.5712 | 0.5721 | 0.8520 | 0.3339 | 0.1907 | 0.1910 | 0.2844 | 29 | 1.0000 | 0.6790 | 0.5697 | 0.5973 | 0.3514 | 0.2386 | 0.2002 | 0.2099 | 30 | 1.0000 | 0.8035 | 0.5737 | 0.6401 | 0.3314 | 0.2663 | 0.1901 | 0.2121 | 31 | 1.0000 | 0.5758 | 0.5831 | 0.7796 | 0.3403 | 0.1959 | 0.1984 | 0.2653 | 32 | 1.0000 | 0.5947 | 0.5829 | 0.9455 | 0.3202 | 0.1904 | 0.1866 | 0.3027 | 33 | 0.7341 | 0.5696 | 0.6042 | 0.7465 | 0.2766 | 0.2146 | 0.2276 | 0.2812 | 34 | 0.6158 | 0.6328 | 0.6407 | 0.5913 | 0.2483 | 0.2551 | 0.2583 | 0.2384 | 35 | 0.6695 | 0.6051 | 0.6068 | 0.8053 | 0.2492 | 0.2252 | 0.2259 | 0.2997 | 36 | 0.6184 | 0.5947 | 0.5694 | 0.9016 | 0.2304 | 0.2216 | 0.2121 | 0.3359 | 37 | 0.5713 | 0.6382 | 0.5710 | 0.8488 | 0.2173 | 0.2427 | 0.2172 | 0.3228 | 38 | 0.7671 | 0.5749 | 0.5693 | 0.8246 | 0.2804 | 0.2101 | 0.2081 | 0.3014 | 39 | 1.0000 | 0.6042 | 0.5783 | 0.6669 | 0.3509 | 0.2121 | 0.2030 | 0.2340 | 40 | 0.5773 | 0.7576 | 0.7374 | 0.9516 | 0.1909 | 0.2505 | 0.2439 | 0.3147 |
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