Research Article

Analysis of the Mechanical Behaviour of Asphalt Concretes Using Artificial Neural Networks

Table 5

Properties of AC20-ModP specimens.

SpecimenBitumen content (%) (by weight of mix)Voids (%)VMA (%)VFA (%)Marshall stability (kN)Marshall flow (mm)Gradation (refers to gradations shown in Figure 2)

AC20-ModP-15.227.519.561.413.33.2G1
AC20-ModP-25.227.219.262.312.73.3G1
AC20-ModP-35.228.120.059.311.74.4G1
AC20-ModP-44.897.718.859.012.83.8G2
AC20-ModP-54.898.819.855.511.24.1G2
AC20-ModP-64.899.120.154.59.43.5G2
AC20-ModP-74.498.918.952.911.43.3G3
AC20-ModP-84.499.019.052.511.93.6G3
AC20-ModP-94.499.719.650.510.63.4G3
AC20-ModP-104.868.919.855.011.33.4G4
AC20-ModP-114.868.219.157.411.43.1G4
AC20-ModP-124.868.819.755.512.62.7G4
AC20-ModP-134.727.719.560.510.15.2G5
AC20-ModP-144.728.420.258.18.25.4G5
AC20-ModP-154.728.720.457.47.85.2G5
AC20-ModP-164.817.719.761.210.95.0G6
AC20-ModP-174.817.219.362.710.55.4G6
AC20-ModP-184.817.219.362.68.15.4G6
AC20-ModP-194.405.817.164.713.93.2G7
AC20-ModP-204.405.516.970.014.33.6G7
AC20-ModP-214.406.117.363.413.24.1G7
AC20-ModP-224.925.518.165.315.73.8G8
AC20-ModP-234.924.617.376.114.93.9G8
AC20-ModP-244.925.217.870.712.33.7G8
AC20-ModP-254.925.618.273.611.83.5G9
AC20-ModP-264.926.519.059.610.93.9G9
AC20-ModP-274.925.217.973.711.44.2G9
AC20-ModP-285.044.617.775.616.53.8G10
AC20-ModP-295.045.018.072.914.63.9G10
AC20-ModP-305.045.118.170.514.03.5G10