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Estimation of Soil Water Characteristic Curve Using Machine-Learning Algorithms and Its Application in Embankment Response

  • Rakshanda Showkat*
  • , Fazal E. Jalal
  • , G. L.Sivakumar Babu
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

8 Scopus citations

Abstract

The parameters of the soil water characteristic curve (SWCC) play a pivotal role in the examination of unsaturated soil behavior. This study employs three machine learning models - random forest (RF), extreme gradient boosting (XGBoost), and multiexpression programming (MEP) - to predict the SWCC using key soil properties. Among them, the RF model demonstrated the most robust performance in SWCC prediction. The Shapley Additive Explanation (SHAP) analysis further reveals that suction is the most influential factor affecting SWCC predictions, with other input parameters also contributing significantly. Additionally, the MEP model offers a straightforward expression for SWCC estimation and, thus, proved practical for predicting embankment responses and exhibited superior accuracy over traditional methods, such as the Arya and Paris model (ACAP). For a precise assessment of the hydromechanical response of the embankment subjected to infiltration, an increase in pore pressure is observed when employing the MEP model compared to the ACAP model for fine-grained soils. The findings emphasize the potential of RF and MEP in enhancing SWCC prediction and their practical implications for soil engineering applications.

Original languageEnglish
Article number04025012
JournalJournal of Computing in Civil Engineering
Volume39
Issue number3
DOIs
StatePublished - 1 May 2025

Bibliographical note

Publisher Copyright:
© 2025 American Society of Civil Engineers.

Keywords

  • Extreme gradient boosting
  • Multi-expression programming
  • Partially saturated soils
  • Random forest
  • Soil water characteristic curve

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Computer Science Applications

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