3.1. Laboratory Results
The results of the laboratory investigation are presented in
Figure 4,
Figure 5,
Figure 6,
Figure 7,
Figure 8,
Figure 9,
Figure 10 and
Figure 11. The trend in the air void percentage as the filler content changes can be observed in
Figure 4 for asphalt mixtures prepared with conventional and waste fillers. As expected, an increase in filler content led to a corresponding decrease in air voids. All mixture types met the requirements of MoRTH standards, with AV values within the range of 3%–5%. However, for the same filler contents, LD and SF mixtures showed a lower air void content than OPC mixtures, with differences ranging from 0.05% to 0.26%.
VMA is defined as the volume of intergranular void space between the compacted mixture aggregates, including air voids and unabsorbed bitumen volume. As can be seen in
Figure 5, LD and SF mixtures show lower VMA values than OPC mixtures, with differences ranging from 0.13% to 0.41%.
Considering a filler content equal to 8.5%, mixtures prepared with BD, MD, SD, RHA, FA, OPC, LD, and SF showed VMA values equal to 16.41%, 16.31%, 16.28%, 16.24%, 15.99%, 15.87%, 15.74%, and 15.52%, respectively.
The percentage of VMA filled with bitumen defines VFB. It can be noticed that an increase in filler content led to a corresponding increase in the percentage of voids filled with bitumen. In accordance with the previously described AV and VMA values, the substitution of OPC with LD or SF slightly increased VFB in the corresponding mixtures (
Figure 6).
Differences ranged from 0.15% to 1.02%. However, all mixture types met the requirements of MoRTH standards, with VFB values within the range of 65%–85% [
60]. Considering a filler content equal to 8.5%, mixtures prepared with FA, SD, MD, BD, and RHA showed VFB values lower than OPC mixtures and equal to 75.10%, 74.49%, 74.27%, 73.45%, and 72.80%, respectively. Because of their reduced bleeding possibility, mixtures prepared with these five mineral fillers could be preferred in hot climate regions [
61].
The mechanical behavior of the investigated mixtures has been empirically described by means of Marshall parameters. MS is graphically represented in
Figure 7. As expected, an increase in filler percentage led to an increase in MS for each bitumen percentage [
62,
63,
64]. Except for the mixtures prepared with 4%, 5.5%, and 7% RHA and 4% MD (9.01 kN, 9.36 kN, 9.80 kN, and 9.81 kN, respectively), all other mixtures showed MS values above the acceptance threshold of 10 kN established by the Indian regulations. The highest MS was reached for the highest filler content with values equal to 10.18 kN, 12.31 kN, 12.39 kN, 12.60 kN, 12.93 kN, 13.74 kN, 13.86 kN, and 13.98 kN for mixtures prepared with RHA, MD, FA, BD, SD, OPC, LD, and SF, respectively. LD and SF mixtures showed similar behavior to OPC, demonstrating that both materials could effectively replace OPC in asphalt concrete mixtures. Finally, for filler contents of 5.5%, 7.0%, and 8.5%, mixtures prepared with these three fillers also satisfied the acceptance requirement of 13 kN required by MoRTH standards for mixtures prepared with modified bitumen.
The laboratory investigation of MF produced results in the range of 2 mm–4 mm, as required by MoRTH standards. As expected, the lowest MF values occurred at the highest filler contents. By identifying higher stability and lower flow values, the more resistant mixtures in terms of permanent deformation at high temperatures can be empirically determined. For each mixture analyzed, the trend in MQ can be observed in
Figure 8. An increase in filler content led to a corresponding increase in the MQ. The substitution of OPC with LD or SF slightly increased VFB in the corresponding mixtures, with differences ranging from 0.04% to 0.37%. However, the results confirmed the achievement of MoRTH acceptance requirements (2 kN/mm–6 kN/mm) for all the investigated mixtures. With respect to SD, MD, FA, BD, and RHA mixtures, MQ values were lower than those obtained with OPC.
In order to understand the tensile resistance behavior of the investigated asphalt concrete mixtures, the trend in the ITS as the filler content changed can be observed in
Figure 9. As can be observed, an increase in filler content led to a corresponding increase in ITS, with the highest values corresponding to a filler content equal to 8.5% and leading to higher resistance against fatigue cracking. The substitution of OPC with LD or SF left unaltered the ITS response, slightly increasing the ITS values in the corresponding mixtures. Differences ranged from 1 kPa to 11 kPa, demonstrating that LD and SF can suitably replace OPC in asphalt mixtures. MoRTH standards require an ITS above 600 kPa [
60]: this condition was verified for all the investigated mixtures, with peak ITS values even higher than 1 MPa.
The laboratory investigation of ITSR (
Figure 10) produced results higher than 75%, as prescribed by MoRTH standards. A higher filler content resulted in slightly higher resistance to water damage, with LD and SF mixtures showing higher ITSR values than OPC. Differences ranged from 0.19% to 1.30%. Due to the antistripping properties of portlandite and calcite minerals in SF, these mixtures showed the highest ITSR values. Similarly, due to the calcite mineral present in LD, bitumen filler adhesion was improved, resulting in high ITSR values. SD mixtures showed similar resistance to water damage as OPC ones; whereas, MD, FA, BD, and RHA had lower ITSR values. Fine clays contained in BD reduced the resistance to water damage of the corresponding mixtures. Similar results were also observed by Kuity et al. and by Arabani et al. [
65,
66]. Finally, the high porosity of RHA resulted in the lowest ITSR values observed.
With respect to Cantabro abrasion loss, it can be observed that higher filler contents always resulted in lower CL values (
Figure 11). LD and SF mixtures performed even better than those prepared with conventional OPC. Considering a filler content equal to 8.5%, mixtures prepared with RHA, BD, FA, MD, SD, OPC, LD, and SF showed CL values equal to 20.25%, 19.01%, 15.15%, 10.89%, 8.97%, 8.52%, 8.42%, and 8.04%, respectively. In accordance with
Figure 4, lower values for air voids resulted in a lower occurrence of raveling phenomena.
For all mixtures and for all laboratory parameters analyzed, the standard deviations observed ranged between 8% and 12% of the mean values.
3.2. CatBoost Modeling Results
The statistical description of the involved modeling variables is provided in
Table 6. As previously described, eight selected filler types and four different filler percentages were analyzed having fixed both the bitumen type and content, and the aggregate grading curve. This resulted in 32 original observations for each variable that, combined with the 24 data points augmented by means of Makima interpolation, determined a comprehensive dataset made up of 56 observations for each feature.
A Pearson correlation matrix [
67] was used to preliminarily determine the strength of correlations among the variables considered by the model (
Figure 12). Each matrix element is described by a sign and an absolute value. The former stands for direct (+) or inverse (
) proportionality between the two variables under consideration. The latter specifically reports the correlation strength and ranges between 0 and 1. A value of 0 means there is no correlation; the value of one variable cannot be determined based on the value of the other one. Conversely, a value of 1 means there is a perfect correlation; the value of one variable can be exactly determined based on the value of the other one. By way of example, a strong positive correlation was identified between CV and MS [
] and between Fc and ITS [
]. Conversely, a strong negative correlation was identified between AV and MQ [
].
To improve the efficiency of model training [
68], all experimental observations of each variable were normalized according to Equation (3). All data were scaled to the same range [0, +1], so that the minimum and the maximum values of each variable corresponded to the lower and the upper bounds, respectively.
The CatBoost model training process is represented in
Figure 13. In the beginning, both training and validation loss returned high values of about 0.60. As the iterations proceeded, a rapid decrease in loss functions was observed with values settling at around 0.20 after about 50 and 100 iterations for training and validation loss, respectively. The
MultiRMSE value gradually decreased until the Best Point was reached, identified at iteration 268 by a validation loss value of 0.1569. After this point, a significant decrease in the validation
MultiRMSE is no longer appreciable. Therefore, the training process was stopped by the overfitting detector after 20 additional iterations. The identification of the best point allows the best hyperparameters configuration to be fixed and to proceed to the successive testing phase.
After the denormalization of the processed variables, the testing phase began. The reliability of model predictions was described by means of six different evaluation metrics, namely MAE, MAPE, MSE, RMSE, R, and R
2 (
Table 7). For each of the five target variables, the mean absolute percentage error was always lower than 5%, with Pearson correlation coefficients higher than 0.95 and coefficients of determination higher than 0.88.
The influence each variable had on model predictions was determined by means of a sensitivity analysis implemented in Python 3.8.5 (
Figure 14). The algorithm allows the importance of each input feature to be determined and normalizes them in order to reach a total of 100%. The more important a given feature is, the more significant will be the average change in predictions if that feature is changed. It can be noticed that the categorical variable has the greatest importance (47.89 %), followed by air voids content (39.07 %) and filler content (13.04 %).
To provide a deeper insight into the model’s performance, direct comparisons between test vector observations and the corresponding CatBoost predictions are shown in
Figure 15. The former are represented by black histograms, and the latter by gray histograms. The ID of each test observation is reported on the horizontal axis. Although relevant fluctuations can be observed in values of each target variable, the differences between the histograms corresponding to the true values and the ones corresponding to the predicted values are not too pronounced.
A further point of view on the accuracy of the predictions made by the CatBoost model was provided by the regression plots represented in
Figure 16. The name of the corresponding variable is displayed on the lower edge of each diagram, whereas the Pearson correlation coefficients are reported on the upper edge. CatBoost predictions are represented as light blue circles, whereas a theoretical perfect correspondence between true values and predictions (standing for R = 1) is represented by the line-of-equality displayed in blue. The distance between the predictions and the line-of-equality is very small in all cases, confirming the remarkable results obtained with respect to the Pearson correlation coefficients.