Experimental and machine learning assessment of sea shell powder as a partial cement replacement

The high level of carbon intensity in the cement industry is a spur for the use of low-impact mineral alternatives in structural concrete. This study assesses the use of Sea Shell Powder (SSP) as a partial cement replacement by 10%, 20%, 30% and investigates the mechanical performance, carbon footprint, and economic feasibility of sea-shell powder-modified concrete while evaluating the applicability of machine-learning (ML) models for predicting compressive strength and supporting sustainable mix design decisions. Experimental results reveal that 10–20% SSP replacement has structural-grade behaviour (28-day compressive strengths of 45.0 MPa and 41.9 MPa with 10 and 20% SSP replacement, respectively, compared to compressive strength of 51.2 MPa for control), while a substantial decrease (24.6 MPa) occurs for 30% SSP. Flexural and tensile strength showed a similar trend which further confirmed that the performance deterioration becomes critical after 20% replacement. Cradle to gate carbon analysis showed proportionate reductions in embodied carbon dioxide, with 10%, 18% and 26% CO 2 reductions for 10%, 20% and 30% SSP levels respectively. Cost analysis revealed a savings parallel of 6.7%, 13.3%, and 20.0% of per batch because of less cement consumption. ML models Random Forest and Gradient Boosting had a high accuracy in predicting and determining the dominant predictors of strength to be SSP content and curing age. An ML based optimization map showed the existence of an optimal window of sustainability performance at 10–15% SSP, where the strength, carbon and cost metrics converge favourably. Overall, the results support the fact that 10–20% SSP offers the best balance of mechanical reliability, carbon mitigation and cost efficiency. The integrated experimental-computational framework paves the way for establishing a decision ready pathway for the selection of SSP modified concretes to fulfil structural needs while greatly reducing environmental and economic burdens.

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Publication Details

Journal
Scientific Reports
Published
2026-09-05
DOI
https://doi.org/10.1038/s41598-026-69500-8
Primary Topic
Materials Engineering and Processing
Type
article
Field-Weighted Citation Impact
0.00

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article

Experimental and machine learning assessment of sea shell powder as a partial cement replacement

Pablo Ignacio Cuello Moreno, Nelson Maureira-Carsalade, L.F. Montoya, Erick I. Saavedra Flores et al.
Scientific Reports
Materials Engineering and Processing
article

Experimental and machine learning assessment of sea shell powder as a partial cement replacement

Pablo Ignacio Cuello Moreno, Nelson Maureira-Carsalade, L.F. Montoya, Erick I. Saavedra Flores, Ikhlas S. Sheet, Siva Shanmukha Anjaneya Babu Padavala, Cristian Canales, Abraham Mengistu Gashe, Ramón Francisco Arrué Muñoz, Siva Avudaiappan
article en

Abstract

The high level of carbon intensity in the cement industry is a spur for the use of low-impact mineral alternatives in structural concrete. This study assesses the use of Sea Shell Powder (SSP) as a partial cement replacement by 10%, 20%, 30% and investigates the mechanical performance, carbon footprint, and economic feasibility of sea-shell powder-modified concrete while evaluating the applicability of machine-learning (ML) models for predicting compressive strength and supporting sustainable mix design decisions. Experimental results reveal that 10–20% SSP replacement has structural-grade behaviour (28-day compressive strengths of 45.0 MPa and 41.9 MPa with 10 and 20% SSP replacement, respectively, compared to compressive strength of 51.2 MPa for control), while a substantial decrease (24.6 MPa) occurs for 30% SSP. Flexural and tensile strength showed a similar trend which further confirmed that the performance deterioration becomes critical after 20% replacement. Cradle to gate carbon analysis showed proportionate reductions in embodied carbon dioxide, with 10%, 18% and 26% CO 2 reductions for 10%, 20% and 30% SSP levels respectively. Cost analysis revealed a savings parallel of 6.7%, 13.3%, and 20.0% of per batch because of less cement consumption. ML models Random Forest and Gradient Boosting had a high accuracy in predicting and determining the dominant predictors of strength to be SSP content and curing age. An ML based optimization map showed the existence of an optimal window of sustainability performance at 10–15% SSP, where the strength, carbon and cost metrics converge favourably. Overall, the results support the fact that 10–20% SSP offers the best balance of mechanical reliability, carbon mitigation and cost efficiency. The integrated experimental-computational framework paves the way for establishing a decision ready pathway for the selection of SSP modified concretes to fulfil structural needs while greatly reducing environmental and economic burdens.

Scientific Reports
Universidad de Santiago de Chile (CL), University of Concepción (CL), San Sebastián University (CL), Universidad Católica de la Santísima Concepción (CL), Addis Ababa Science and Technology University (ET), Northern Technical University (IQ), Metropolitan University of Technology (CL), Addis Ababa University (ET)
Agenția Națională pentru Cercetare și Dezvoltare, Universidad Católica de la Santísima Concepción, Agencia Nacional de Investigación y Desarrollo, CHIST-ERA
Life below water
Openalex Percentile: Top 19%
Materials Engineering and Processing
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