ASSESSMENT OF SELECTED MACHINE LEARNING SYSTEMS IN PREDICTING THE RESILIENT MODULUS OF COHESIVE SOILS

Authors
  • O. M. Adebajo,

    Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

  • Prof. Oluyemi-Ayibiowu, B. D.

    Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

  • K. E. Falola,

    Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

Keywords:
resilient modulus, support vector machine, machine learning, neural network, predictions, cone penetration test
Abstract

Characterizing subgrade soils in terms of resilient modulus (MR) is crucial for pavement design. However, the process can be expensive and time-consuming, leading to the need for more efficient alternatives. This research investigates the effectiveness of using machine learning systems to predict the resilient modulus of cohesive subgrade soils. A dataset of 400 resilient modulus measurements obtained from in-situ cone penetration tests waere collected, along with an additional 200 prediction data points from past research. The combined dataset were then divided into training and testing subsets and used to develop two machine learning predicting systems: Support Vector Machine (SVM) and Back Propagation Neural Network (BPNN). The performance of these systems was evaluated using the sum of residuals (R) and the Mean Square Error (MSE) performance index. Among the SVM models tested, the one trained with a medium Gaussian kernel demonstrated the best predictive capability. For the BPNN, the most effective configuration included four input variables, fifteen hidden neurons, and thirty-three epochs. The BPNN system outperformed the SVM system, yielding higher predictability with training and testing R values of 0.98 and 0.92, and MSE training and test values of 19.84 and 90.16, respectively. In contrast, the SVM system produced training and testing R values of 0.92 and 0.72, with MSE training and test values of 47.75 and 223.73. This research demonstrates that machine learning systems can accurately predict the resilient modulus of soils, providing acceptable error levels for pavement design and construction.

Author Biographies
  1. O. M. Adebajo, , Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

    Department of Civil and Environmental Engineering

  2. Prof. Oluyemi-Ayibiowu, B. D. , Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

    Department of Civil and Environmental Engineering

  3. K. E. Falola, , Federal University of Technology Akure, PMB, 704, Ondo State, Nigeria

    Department of Civil and Environmental Engineering

References

Nasrin, H., Ali, R. G. and Ali, B. (2021). Prediction of the resilient modulus of non-cohesive subgrade soils and unbound subbase materials using a hybrid support vector machine method and colliding bodies optimization algorithm. Construction and Building Materials, 1-14.

Oluyemi-Ayibiowu, B. D. and Omomomi, J. (2021): Predicting the California Bearing Ratio of Chemically Stabilized Expansive Soil Using Soft Computing Techniques (Case Study of the Artificial Neural Network Model). International Journal of Scientific Research and Innovative Technology, 8(8), 104-122.

Oyelami, C. A. and Van Rooy, J. L. (2018). Mineralogical characterisation of tropical residual soils from south-western Nigeria and its impact on earth building bricks. Environmenntal and Earth Science, 77(5), 178-185

Sun, L., Gu, C. and Wang, P. (2017). Effects of cyclic confining pressure on the deformation characteristics of natural soft clay. Earthquake Engineering, 78, 99-109.

Yang, S. R., Huang, W. H. and Tai, Y. T. (2017). Variation of Resilient Modulus with Soil Suction for Compacted Subgrade Soils. Journal of the Transportation Research Board, 8, 1-8.

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Published
2026-11-27
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How to Cite

ASSESSMENT OF SELECTED MACHINE LEARNING SYSTEMS IN PREDICTING THE RESILIENT MODULUS OF COHESIVE SOILS. (2026). FUTA JOURNAL OF ENGINEERING AND ENGINEERING TECHNOLOGY, 19(2), 74-79. https://doi.org/10.51459/futajeet.2025.19.2.432

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