Skip to content
Open access

Predicted Properties of Styrofoam Concrete with Waste EPS as a Replacement for Fine and Coarse Aggregate

Jul 2026 · Buildings · Vol 16, pp. 2977 · 0 citations · 86 references

Abstract

Expanded Polystyrene (EPS) offers a viable pathway for balancing the fresh and hardened properties of infrastructure with environmental sustainability. This study evaluated six concrete mixes with varying EPS Styrofoam aggregate ratios and three water-to-binder (w/b) ratios, all of which incorporated silica fume and a superplasticizer. Eight machine learning (ML) algorithms (SVMs, GPR, ANNs, etc.) and a deep-learning LSTM model were utilized to preliminarily predict trends in EPS concrete properties. The experimental results indicated that the fine aggregate replacement outperformed the coarse aggregate replacement, retaining approximately 76% of the density of the control mixture, along with other property reductions. The fine aggregate replacement resulted in a compressive strength reduction of up to 46.4%, with losses in tensile strength of 20.9% and an improvement in workability of 3.4%. Finally, various Artificial intelligence (AI) models identified trends in the predictions of EPS properties based on the mixing ratio within a limited experimental dataset. In addition, explainable AI with SHAP analysis, quantifying feature contributions, ensured that the coarse aggregate replacement exerted a more significant negative impact on the mechanical properties and density than the fine aggregate replacement. Although these mixtures offer significant weight reduction, their use in structural applications requires further verification, as the reduction of nearly half of the compressive strength is significant. These findings provide strategies and a framework to facilitate the precise practical application of EPS concrete in nonstructural or lightly loaded applications.

Read PDF

Similar papers

Open access Aug 2026

Synergistic Effects of Brick Waste and Fly Ash on Concrete Performance: An Experimental and Computational Study

This study investigates the performance of sustainable concrete using Over-Burnt Brick Waste (OBBW) as a partial replacement for natural Coarse Aggregates (CA), with Class C fly ash (F) as a supplementary cementitious material. Concrete mixtures were prepared with OBBW replacement levels ranging from 5% to 55% at a con...

N. T. C. Kumar, K. Prakash, Rajani V. Akki · 0 citations

Synergistic Effects of

N. T. Kumar, K. Prakash, Rajani V. Akki · 0 citations
Open access Sep 2026

Prediction Models with GUI for Splitting Tensile Strength of Polypropylene-Fiber-Reinforced Recycled Aggregate Concrete

The construction industry’s growth trend has resulted in a considerable huge volume of demolished concrete. The proper usage of recycled aggregate (RA) obtained from demolished construction in concrete production provides a potential sustainable alternative to natural aggregates, but it leads to a loss in concrete stre...

Hani A. Dahish, Eyad Alsuhaibani · 0 citations
Sep 2026

Machine learning for sustainable concrete incorporating marble waste and recycled aggregate

This study aims to evaluate the mechanical and durability performance of sustainable concrete incorporating Marble Fine Powder (MFP), Marble Coarse Powder (MCP) and Recycled Concrete Aggregate (RCA), and to develop machine learning (ML) models for accurate prediction of concrete properties. A total of 250 ex...

Ravikant, P. Aggarwal, Mahesh Pal · 0 citations
Open access Oct 2026

Predicting compressive strength of recycled aggregate concrete using AI with experimental validation

Growing concerns about environmental impact and rising construction costs have encouraged the use of recycled aggregates in concrete. This study offers an experimental and AI-driven assessment of the compressive strength of recycled aggregate concrete. Concrete was prepared by varying recycled fine and coarse aggregate...

Swatantra Gopal, Amrendra Kumar · 0 citations

We use cookies to run the site and, with your consent, for analytics and to show ads. See our Cookie Policy.