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Feb 22, 2024

Simplicity versus Complexity in Machine Learning Models—Focusing on Soil Resilient Modulus Prediction

Publication: Geo-Congress 2024

ABSTRACT

The resilient modulus (MR) of subgrade soil is an important factor in pavement design, which can be determined through repeated load laboratory testing. However, due to its high cost, time-intensive nature, and intricate process, geotechnical engineers and researchers have consistently expressed interest in creating an MR prediction model using alternative soil test data. With advancements in prediction tools using machine learning (ML) algorithms, during the past decade, much research has been focused on implementing ML algorithms for the development of MR prediction models. Many recent studies have been focused on using what is referred to as “black box” models, such as artificial neural networks (ANN). While these black box models provide high prediction accuracy, they are not explainable. In other words, there is no closed-form solution in which the relationship between the predicted label and the input features is explicitly stated. Moreover, these black box models are computationally complex and require advanced coding knowledge, making them inaccessible to many design professionals. In this paper, for illustration purposes, a dataset of 279 MR test results that have been extensively used for ML-based model development of MR is adopted from the literature. Different regression approaches, from simple regression models to advanced ML algorithms, are applied to this dataset, and the developed models are compared in terms of accuracy, simplicity, and explainability. Additionally, the bias and variance in error are investigated for different algorithms. It is concluded that the improved accuracy of the developed models is not always adequate to justify the effort, time, and complexity of adopting complex advanced algorithms instead of simple regression models. Moreover, it is shown that overly complex algorithms could lead to high variance, causing the algorithm to model random noise in the training data.

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REFERENCES

AASHTO. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structure. Washington, DC: AASHTO.
Azam, A., Bardhan, A., Kaloop, M. R., Samui, P., Alanazi, F., Alzara, M., and Yosri, A. M. (2022). Modeling resilient modulus of subgrade soils using LSSVM optimized with swarm intelligence algorithms. Scientific Reports.
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Lee, W., Bohra, N. C., White, T. D., and Altschaeffl, A. G. (1997). Resilient Modulus of Cohesive Soils. Journal of Geotechnical and Geoenvironmental Engineering.
Pal, M., and Deswal, S. (2014). Extreme Learning Machine Based Modeling of Resilient Modulus of Subgrade Soils. Geotechnical and Geological Engineering, 287–296.
Sadrossadat, E., Heidaripanah, A., and Osouli, S. (2016a). Prediction of the resilient modulus of flexible pavement subgrade soils using adaptive neuro-fuzzy inference systems. Construction and Building Materials, 235–247.
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Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 386 - 395

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Published online: Feb 22, 2024

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Laith Sadik, S.M.ASCE [email protected]
1Graduate Student, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati. Email: [email protected]
Sara Khoshnevisan, Ph.D., A.M.ASCE [email protected]
2Assistant Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati. Email: [email protected]

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