研究文章
贡献建模条件评价沥青路面使用测量和熵理论的不确定性
|
| 样本 |
一种总线标准 |
RQI |
RDI |
斯里兰卡 |
一种总线标准 |
RQI |
RDI |
斯里兰卡 |
|
| 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日 |
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日 |
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 |
|
|