Towards reliable prediction of geopolymer concrete strength across heterogeneous datasets: source-aware validation, uncertainty assessment and whole-mixture calibration

High accuracy is often reported for machine-learning (ML) models of geopolymer concrete, but it is usually estimated on data drawn from the same pool used for model development. This study treats compressive-strength prediction as a source-transfer problem and asks how models trained on heterogeneous public data perform for a material source that was absent during development. Six public datasets were reconciled with their dataset records and parent publications; after screening and exact deduplication, 3,482 observations from 1,597 mixture groups were retained. Seven regression models were evaluated with repeated random, mixture-grouped and similarity-grouped holdouts, nested leave-one-source-out (LOSO) validation, chemistry-proxy ablation, source-aware prediction intervals, applicability-domain and model-disagreement risk analysis, and repeated whole-mixture recalibration. LightGBM achieved a random-holdout mean absolute error (MAE) of 2.78 MPa, which rose to 3.25 MPa when complete mixtures were withheld. Under LOSO validation, the four tree ensembles gave equal-source MAEs of 11.73–12.43 MPa, whereas a global-mean predictor gave 11.27 MPa; for the most shifted source, the zero-shot LightGBM error was 22.68 MPa. With matched hyperparameter tuning, estimated chemistry proxies did not improve macro transfer (11.82 versus 11.88 MPa). Source-aware 90% intervals under-covered the most shifted source, and the nearest-neighbour distance did not rank transfer errors. Recalibration with 5%, 10%, 20% and 40% of the complete target-source mixtures reduced the LightGBM macro MAE from 12.13 MPa to 7.41, 6.07, 4.79 and 3.50 MPa over 20 repeated selections, although the gain varied between sources. Random-split accuracy is therefore an in-distribution (interpolation) estimate where the ensembles did not clearly outperform the global-mean predictor for an unseen source, and the transfer results describe the six studied source datasets. The resulting source-aware workflow, which combines source-held-out evidence, representative local calibration, empirical uncertainty and independent confirmation mixtures, is promising but still requires prospective validation on independent sources.

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Publication Details

Journal
Journal of Infrastructure Preservation and Resilience
Published
2026-11-11
DOI
https://doi.org/10.1186/s43065-026-00221-y
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Towards reliable prediction of geopolymer concrete strength across heterogeneous datasets: source-aware validation, uncertainty assessment and whole-mixture calibration

Sourav Kumar Das, Nikhil Garg, Pradyut Anand
Journal of Infrastructure Preservation and Resilience
Concrete and Cement Materials Research
article

Towards reliable prediction of geopolymer concrete strength across heterogeneous datasets: source-aware validation, uncertainty assessment and whole-mixture calibration

Sourav Kumar Das, Nikhil Garg, Pradyut Anand
article en

Abstract

High accuracy is often reported for machine-learning (ML) models of geopolymer concrete, but it is usually estimated on data drawn from the same pool used for model development. This study treats compressive-strength prediction as a source-transfer problem and asks how models trained on heterogeneous public data perform for a material source that was absent during development. Six public datasets were reconciled with their dataset records and parent publications; after screening and exact deduplication, 3,482 observations from 1,597 mixture groups were retained. Seven regression models were evaluated with repeated random, mixture-grouped and similarity-grouped holdouts, nested leave-one-source-out (LOSO) validation, chemistry-proxy ablation, source-aware prediction intervals, applicability-domain and model-disagreement risk analysis, and repeated whole-mixture recalibration. LightGBM achieved a random-holdout mean absolute error (MAE) of 2.78 MPa, which rose to 3.25 MPa when complete mixtures were withheld. Under LOSO validation, the four tree ensembles gave equal-source MAEs of 11.73–12.43 MPa, whereas a global-mean predictor gave 11.27 MPa; for the most shifted source, the zero-shot LightGBM error was 22.68 MPa. With matched hyperparameter tuning, estimated chemistry proxies did not improve macro transfer (11.82 versus 11.88 MPa). Source-aware 90% intervals under-covered the most shifted source, and the nearest-neighbour distance did not rank transfer errors. Recalibration with 5%, 10%, 20% and 40% of the complete target-source mixtures reduced the LightGBM macro MAE from 12.13 MPa to 7.41, 6.07, 4.79 and 3.50 MPa over 20 repeated selections, although the gain varied between sources. Random-split accuracy is therefore an in-distribution (interpolation) estimate where the ensembles did not clearly outperform the global-mean predictor for an unseen source, and the transfer results describe the six studied source datasets. The resulting source-aware workflow, which combines source-held-out evidence, representative local calibration, empirical uncertainty and independent confirmation mixtures, is promising but still requires prospective validation on independent sources.

Journal of Infrastructure Preservation and Resilience
Noida International University (IN), National Institute of Construction Management and Research (IN), Graphic Era University (IN), Manipal University Jaipur (IN)
Concrete and Cement Materials Research
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