Evidence map›Paper›PMID 41963413›Full record

ArticleScientific reports2026

Estimating seepage in heterogeneous earthfill dams on permeable foundations using explainable machine learning.

Mohamed Maher Sayed Ahmed, Muhammad Zeeshan Khursheed, Badee Alshameri, Abdelrahman Kamal Hamed, Mohamed Kamel Elshaarawy

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

5 authors.

Mohamed Maher Sayed AhmedCivil Engineering Department, Faculty of Engineering, Horus University-Egypt, New Damietta, 34517, Egypt. msayed@horus.edu.eg.ORCID http://orcid.org/0009-0000-8868-1311
Muhammad Zeeshan KhursheedNational University of Sciences and Technology, Islamabad, Pakistan.
Badee AlshameriNational University of Sciences and Technology, Islamabad, Pakistan.
Abdelrahman Kamal HamedCivil Engineering Department, Faculty of Engineering, Horus University-Egypt, New Damietta, 34517, Egypt.ORCID http://orcid.org/0000-0002-8501-3673
Mohamed Kamel ElshaarawyCivil Engineering Department, Faculty of Engineering, Horus University-Egypt, New Damietta, 34517, Egypt. melshaarawy@horus.edu.eg.ORCID http://orcid.org/0000-0002-1793-5617

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Predicting seepage discharge through heterogeneous earthfill dams founded on permeable foundations is essential for dam safety and long-term water-resources sustainability. Accordingly, this study evaluated five machine learning (ML) models viz Decision Tree (DT), Random Forest (RF), Stochastic Gradient Boosting (SGB), Light Gradient Boosting (LGB), and Categorical Gradient Boosting (CGB), to estimate seepage discharge using seven geometric and hydraulic input variables. The dataset was partitioned into training (80%), validation (10%), and testing (10%) subsets. To improve predictive capability, Bayesian Optimization (BO) was applied for hyperparameter tuning. Subsequently, model performance was examined using multiple error metrics, predicted–actual scatter plots, SHapley Additive exPlanations (SHAP) for interpretability, and k-fold cross-validation; finally, a rank-based analysis was used to consolidate the results across evaluation criteria. Overall, the tuned models exhibited substantial performance gains. In particular, the boosting-based methods consistently outperformed the DT and RF baselines. Among all candidates, the CGB model achieved the best overall performance, delivering near-perfect accuracy (R² = 0.9981 on validation and R² = 0.996 on testing). Moreover, cross-validation confirmed its robustness, as it produced the lowest RMSE values across the 10 folds. SHAP-based analysis further indicated that reservoir water depth and the core-to-shell hydraulic conductivity ratio are the dominant drivers of seepage behavior, whereas dam crest width and foundation depth exert secondary influence. To support practical use, a standalone desktop GUI was also developed to enable instant predictions with flexible input formats, batch evaluation, and reproducible export functions. Collectively, these results demonstrate that the CGB model provides a reliable and deployable framework for seepage prediction, maintaining prediction differences below 10% relative to prior numerical and empirical references across varying water depths.

Indexed as

Machine learningNon-homogenous earthen damsPermeable foundationSeepage DischargeSHAP

Identifiers

PMID41963413
PMCPMC13070036

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LicenceCC BY
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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.