Improvement in CBR Value for Flexible Pavement Design Using Solid Waste: A Statistical Analysis with Confusion Matrix Evaluation
[Vol. 06 (01), December, 2025, pp. 01-04]In the present research work, an attempt is made to enhance the California Bearing Ratio (CBR) values of subgrade soils by using industrial waste materials such as fly ash (FA) and rice husk ash (RHA) with Artificial Neural Network (ANN)–based prediction to strengthen the reliability of pavement design decisions. Soil samples collected from varied locations were stabilized with 5%, 10%, and 15% FA and RHA, and evaluated through compaction and California Bearing Ratio (CBR) tests in both soaked and unsoaked conditions. To complement laboratory analysis, a classification-based ANN model was developed using the MATLAB Neural Network Toolbox, incorporating stabilizer type, dosage, MDD, OMC, and CBR as input parameters. The ANN predicted CBR category, cost reduction, and pavement thickness, while prediction accuracy was assessed using confusion matrices and associated performance metrics. Results showed significant improvement in CBR values with increasing stabilizer content, particularly with FA. The ANN model achieved high prediction accuracy, validating the consistency of experimental outcomes. The study demonstrates that combining experimental and ANN-based approaches provides a robust decision-support framework for soil stabilization and flexible pavement design.
