Research Article

Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite

Table 4

ANOVA results for independent variables.

Sources
FFFFFF

74.86<0.0001358.54<0.000126.1<0.0001220.32<0.0001279.97<0.0001236.0<0.0001
41.34<0.000160.43<0.000117.30.000323.60<0.00010.190.670115.20.0006
0.260.61440.380.54160.00.84451.810.189919.690.00010.00.9208
0.840.36680.070.79930.00.97550.030.862015.230.00060.00.8415
44.66<0.000115.070.0006104.4<0.00011.660.20856.660.01591.40.2500
0.330.56910.360.55410.00.98020.460.50410.240.62991.80.1901
0.270.60550.020.88322.00.16754.450.04482.780.10771.40.2395
0.490.49233.590.06920.50.48478.960.00602.330.13881.30.2606
0.980.33067.370.01166.20.01971.500.23120.350.56097.20.0125
0.000.94540.020.89610.20.69620.080.78321.160.29050.40.5503
0.090.77170.260.61370.10.70230.030.87001.590.21841.10.3138
5.370.02860.240.62520.60.42870.420.52230.140.70997.00.0134
0.030.85620.710.40832.20.14610.020.89920.000.95431.80.1916
0.270.61102.230.14787.00.01370.140.714711.700.00213.40.0758
0.280.60170.310.58000.10.73740.010.91840.070.79891.30.2724
1.230.27831.330.25910.00.95430.050.82310.110.74420.40.5388
0.030.86350.180.67183.40.07820.070.78910.020.88610.20.6993
2.400.13322.930.09860.80.39410.360.55220.480.49671.10.3038
0.070.80010.530.47480.00.88450.410.52990.680.41560.30.5728
5.050.033411.530.002216.10.00054.370.046612.780.00146.70.0158
0.700.40950.030.87040.10.74970.000.98160.460.50271.00.3236
0.390.53987.870.00940.40.528710.110.00380.840.36923.60.0693
5.900.02232.610.11830.90.35851.370.25300.100.756313.00.0013
27.96<0.00013.720.06474.30.04714.400.04583.920.05855.10.0318
27.76<0.00010.380.544223.2<0.00010.500.48405.900.022413.00.0013
0.290.59740.040.84520.00.82530.470.49680.090.76870.30.5725
1.710.20253.170.086911.80.00200.100.75963.990.05620.80.3675

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