Predicting the Modulus of Elasticity of Recycled Aggregate Concrete Using an Artificial Neural Network Model in The Gambia

Authors: O. A. Olaniyi; A.P. Adewuyi; Abigail Usuf; F.O. Adeyemi
Predicting the Modulus of Elasticity of Recycled Aggregate Concrete Using an Artificial Neural Network Model in The Gambia
DIN
IJOER-SEP-2026-4
Abstract

Recycling construction and demolition waste is essential in reducing its environmental impacts such as occupied land space and the leaching of harmful substances into the underlying soil. Understanding the mechanical properties of such waste ensures the strength and quality of concrete with recycled waste aggregates are not compromised. This study is divided into two components. The experimental component compared the compressive strength and elastic modulus of natural aggregate concrete (NAC) with that of recycled aggregate concrete (RAC). The RAC consisted of natural coarse aggregates replaced 100% by recycled concrete aggregates (RCAs) and was seen to do just as well as the NAC, showing that RAC is a viable option for structural use. In the artificial neural network (ANN) development component, the network model was trained using a dataset sourced from about 90 previous studies and used to predict the elastic modulus of RAC. With a mean absolute error (MAE) of 2.23, this study concludes that ANNs can be used to successfully predict mechanical properties of structural concrete.

Keywords
Recycled Concrete Recycled Aggregate Modulus of elasticity Artificial Neural network.
Introduction

The Elastic Modulus (E) is an important mechanical property of materials universally defined as the ratio of stress to strain below the proportional limit. Greater values of elasticity, E, imply smaller strains resulting from larger stresses and, in concrete, indicate greater stiffness or more strength [1]. The elastic modulus of concrete, Ec, is not easily determined as concrete is not an elastic material and does not follow Hooke's law. Ec must be determined in designing structures as it shows the ability of concrete to withstand stresses and not deform elastically, that is, undergo deflections, or produce strains [2, 3]. Ec is also needed to satisfy requirements of ultimate and serviceability limit states [1]. Determining the elastic modulus of concrete involves using a Universal Testing Machine (UTM) or a Compression Testing Machine, and using the compressive strength, Cs, and/or stress-strain graph obtained, to calculate Ec. (Compressive strength is a measure of the compressive forces or loads a material can bear before cracking or fracturing.) This is a tedious, time-consuming process and is not always accurate as there are many formulas available to use [3].

As buildings age, they get to a point where they are deemed unsafe and demolished. Structures may also be demolished for other reasons and this demolition produces construction waste. To catapult into a more environmental and economic industry, the Gambian construction industry can look into how recycled aggregates (RAs) from construction waste can be reused in new upcoming projects/buildings, especially Recycled Concrete Aggregates (RCA). This RCA is derived by separating concrete rubble from the mortar content, rubble, bricks, tiles, sand, dust, timber, plastics, metals, cardboard, and paper, of construction and demolition waste, and crushing it to required sizes [4]. Determining the Ec of concrete made with RCAs proves to be a difficult task as RCAs are sourced from different places and the properties of the original concrete are not always known. As the world becomes more aware and concerned about our environment, reusing RAs helps to reduce the number of debris and construction waste that takes up land space and leaches into the ground, making it agriculturally unusable even in the event of a transfer of materials in the future [5]. Environmental risks of RA causing pollution include Chromium (Cr) leaching.

In the past decade, the advancement of Artificial Intelligence (AI) has been useful in application to various human problems, including civil engineering ones. Data-Driven Models (DDMs) are heuristic techniques that have been employed in the concrete industry and successfully predicted the mechanical properties of several types of concrete. Artificial Neural Networks (ANNs) have been particularly outstanding in predicting these properties as compared to other DDMs such as Multivariate Adaptive Regression Splines (MARS), Grasshopper Optimisation Algorithm (GOA), Extreme Learning Machine (ELM), Random Forest (RF), M5 Prime Model Tree (M5p), etc. [6]. ANNs are also much simpler to use. ANNs may be defined as computational models that can perform pattern recognition and retention of information-based knowledge by imitating brain activity. The brain is a complex organ; ANNs run a simplified version of its operations. Thus, ANNs are made up of an input layer, one or more hidden layers, and an output layer. Each layer can have a different number of nodes (i.e., artificial neurons) [7].

It is important to understand the mechanical properties of recycled aggregate concrete (RAC) in reusing it in the construction industry to ensure the quality of buildings produced is not affected by the replacement. The elastic modulus of concrete is one of the most important mechanical properties. Thus, this study seeks to accurately predict the elastic modulus of Recycled Aggregate Concrete in The Gambia using an ANN model, and this is achieved by predicting the compressive strength of Recycled Aggregate Concrete (RAC) in The Gambia, comparing the compressive strength of the Natural Aggregate Concrete (NAC) with that of RAC, comparing the elastic modulus of NAC with that of RAC and predicting the applicability of ANNs in solving further problems within the civil engineering field.

Several RAs have been used to replace natural aggregates (NAs) in concrete mixes such as recycled mortar, recycled bricks, etc. This study limits itself to the use of Recycled Concrete Aggregates (RCAs). The RCAs replaced 100% of the NAs in the experimental component of the study as coarse aggregates for the RAC mix. Fine Aggregates were not replaced in the study and all mixes were designed for normal-weight concrete. The ANN for the study was constructed only for the RAC using TensorFlow [8], Keras API [9], and run on Google Colab [10]. About 90 papers from previous studies were sourced manually in compiling the dataset for the model. The output parameter considered was the elastic modulus of RAC and the study's dataset had a total of 11 input parameters which did not include factors such as the type/nature of curing, the type of natural aggregate, and the moisture state of the RCA.

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Conclusion

The following conclusions can be derived from this study:

  1. RCAs are a viable option for structural concrete in The Gambia.
  2. The compressive strength and elastic modulus of RAC can be higher than that of NAC with varying water-to-cement ratios and coarse aggregate replacement percentages.
  3. The compressive strength and elastic modulus of RAC can be predicted using ANN models, as they were acceptable and performed better than the established correlation equations from the BS code.
  4. Concretes made with a replacement ratio greater than 50% require lower water/cement ratios (about 6–21%) and higher cement consumption (about 5–20%) than concretes made with 100% natural aggregate.
  5. Results of the ANN model proposed in this work showed a reduction of 8% in elastic modulus for concretes made with 100% recycled aggregate when the WCR increased 25%. On the other hand, when analyzing concrete produced only with natural aggregate, an increase of 25% in the WCR generated a 15% reduction on the concrete elastic modulus.
  6. ANNs can be used within the civil engineering field to solve further problems. They could also easily be used to model mechanical properties of concrete made with RAs derived from different sources (recycled brick aggregates, recycled mortar aggregates, etc.).
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