Estimation of soil water characteristic curve using machine-learning algorithms and its application in embankment response

dc.contributor.authorShowkat, Rakshanda
dc.date.accessioned2026-05-06T10:05:21Z
dc.date.available2026-05-06T10:05:21Z
dc.date.issued2025-01
dc.description.abstractThe 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.en_US
dc.identifier.urihttps://ascelibrary.org/doi/abs/10.1061/JCCEE5.CPENG-6062
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21265
dc.language.isoenen_US
dc.publisherASCEen_US
dc.subjectCivil engineeringen_US
dc.subjectSoil water characteristic curve (SWCC)en_US
dc.subjectMachine learning (ML)en_US
dc.subjectRandom foresten_US
dc.subjectUnsaturated soilsen_US
dc.titleEstimation of soil water characteristic curve using machine-learning algorithms and its application in embankment responseen_US
dc.typeArticleen_US

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