Elaboration and validation of IP-ANN model of fly ash-clayey soils

This study aims to develop an Artificial Neural Network (ANN) model to predict the Plasticity Index (PI) of clay soils stabilized with fly ash. A total of 193 datasets were collected from previous studies, normalized, and used for training, testing, and validating the model using the backpropagation algorithm. The results indicated that the PI-ANN model achieved high accuracy, with a correlation coefficient exceeding 99% and minimal Mean Square Error (MSE). Sensitivity analysis showed consistency with existing literature. Validation using experimental results from three independent studies confirmed the model’s performance, achieving a regression coefficient of 99% and a mean relative error of 0.92%. Additionally, the PI-ANN model outperformed a comparable statistical model, demonstrating its reliability for predicting the PI of high-plasticity clay soils.

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Publication Details

Published
2024-09-26
DOI
https://doi.org/10.1117/12.3043464
Primary Topic
Geophysical Methods and Applications
Type
article
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article

Elaboration and validation of IP-ANN model of fly ash-clayey soils

Yasmina Kellouche, Hamid Gadouri, Mohamed Nour Soulaymane, Alvaro Vumi et al.
Geophysical Methods and Applications
article

Elaboration and validation of IP-ANN model of fly ash-clayey soils

Yasmina Kellouche, Hamid Gadouri, Mohamed Nour Soulaymane, Alvaro Vumi, Ahmed Bilal Sari
article en

Abstract

This study aims to develop an Artificial Neural Network (ANN) model to predict the Plasticity Index (PI) of clay soils stabilized with fly ash. A total of 193 datasets were collected from previous studies, normalized, and used for training, testing, and validating the model using the backpropagation algorithm. The results indicated that the PI-ANN model achieved high accuracy, with a correlation coefficient exceeding 99% and minimal Mean Square Error (MSE). Sensitivity analysis showed consistency with existing literature. Validation using experimental results from three independent studies confirmed the model’s performance, achieving a regression coefficient of 99% and a mean relative error of 0.92%. Additionally, the PI-ANN model outperformed a comparable statistical model, demonstrating its reliability for predicting the PI of high-plasticity clay soils.

University of Bouira (DZ), Université Djilali de Sidi Bel Abbès (DZ), Hassiba Benbouali University of Chlef (DZ)
Openalex Percentile: Top 79%
Geophysical Methods and Applications
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