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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Built Environ.</journal-id>
<journal-title>Frontiers in Built Environment</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Built Environ.</abbrev-journal-title>
<issn pub-type="epub">2297-3362</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1594735</article-id>
<article-id pub-id-type="doi">10.3389/fbuil.2025.1594735</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Built Environment</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Predicting mechanical properties of marble powder concrete using artificial neural networks and blockchain-rock for sustainable construction</article-title>
<alt-title alt-title-type="left-running-head">Abbas and Muntean</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/fbuil.2025.1594735">10.3389/fbuil.2025.1594735</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Abbas</surname>
<given-names>Moutaman M.</given-names>
</name>
<uri xlink:href="https://loop.frontiersin.org/people/2976648/overview"/>
<role content-type="https://credit.niso.org/contributor-roles/writing-original-draft/"/>
<role content-type="https://credit.niso.org/contributor-roles/visualization/"/>
<role content-type="https://credit.niso.org/contributor-roles/software/"/>
<role content-type="https://credit.niso.org/contributor-roles/investigation/"/>
<role content-type="https://credit.niso.org/contributor-roles/methodology/"/>
<role content-type="https://credit.niso.org/contributor-roles/conceptualization/"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Muntean</surname>
<given-names>Radu</given-names>
</name>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<uri xlink:href="https://loop.frontiersin.org/people/3013257/overview"/>
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<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
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</contrib-group>
<aff>
<institution>Faculty of civil Engineering</institution>, <institution>Transilvania University of Bra&#x15f;ov</institution>, <addr-line>Bra&#x15f;ov</addr-line>, <country>Romania</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2889834/overview">John Engbonye Sani</ext-link>, Nigerian Defence Academy, Nigeria</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1052518/overview">Mohammad M. Karimi</ext-link>, Tarbiat Modares University, Iran</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3011059/overview">Ebenezer Esenogho</ext-link>, University of South Africa, South Africa</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Radu Muntean, <email>radu.m@unitbv.ro</email>
</corresp>
</author-notes>
<pub-date pub-type="epub">
<day>24</day>
<month>07</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="collection">
<year>2025</year>
</pub-date>
<volume>11</volume>
<elocation-id>1594735</elocation-id>
<history>
<date date-type="received">
<day>16</day>
<month>03</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>24</day>
<month>06</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2025 Abbas and Muntean.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Abbas and Muntean</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p>
</license>
</permissions>
<abstract>
<p>Use of marble powder&#x2014;an industrial by-product&#x2014;serves as a supplementary cementitious material (SCM) and ensures sustainability by minimizing environmental impacts of cement manufacturing. This paper suggests a novel use of artificial neural networks (ANN) and Blockchain-Rock technology to enhance predictive accuracy and assure tracking of data in concrete mix optimization. Using an ANN model trained on 629 data sets, the proposed approach achieved high predictive accuracy for mechanical properties of marble powder concrete: Model I reached R<sup>2</sup> &#x3d; 0.99 and RMSE &#x3d; 1.63 on the test set, while Model II achieved R<sup>2</sup> &#x3d; 1.00 and RMSE &#x3d; 0.21. These results are superior or comparable to those of other machine learning models, such as a feedforward ANN (R<sup>2</sup> &#x3d; 0.985, RMSE &#x3d; 1.12) and a general regression neural network (GRNN) (R<sup>2</sup> &#x3d; 0.92, RMSE &#x3d; 4.83), highlighting the effectiveness of the proposed ANN architecture. This demonstrates the ANN&#x2019;s ability to efficiently predict compressive and tensile strength of marble powder concrete, substantially reducing the need for standard long-duration tests. Additionally, Blockchain-Rock ensures secure and tamper-free tracking of material origin and concrete mixes, enabling transparency and efficiency in the supply chain. Experiments demonstrate that the addition of marble powder improves concrete strength and durability. Furthermore, ANN-based predictions enable real-time optimization of the concrete mix design. This dual approach offers an extended solution for sustainable construction by leveraging AI-based efficiency and blockchain-based data security. Future work can explore additional enhancements by real-time IoT integration and larger data sets to further improve predictive accuracy and industrial applicability.</p>
</abstract>
<kwd-group>
<kwd>marble powder</kwd>
<kwd>artificial neural networks</kwd>
<kwd>blockchain-rock</kwd>
<kwd>mechanical properties</kwd>
<kwd>supplementary cementitious materials (SCMs)</kwd>
<kwd>concrete durability</kwd>
<kwd>cement replacement</kwd>
<kwd>sustainable concrete</kwd>
</kwd-group>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Sustainable Design and Construction</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Marble powder is one of the Supplementary Cementitious Materials (SCMs) that used to replace cement for more sustainable concrete, while compressive and Tensile concrete tests are important for us to know the quality of the concrete that we use to build, the testing samples process itself takes at least 28 days for concrete to have its maximum strength to have more reliable results.</p>
<p>The construction industry requires, for sustainability, more natural building materials; the CO<sub>2</sub> emissions are tremendously high, affecting the environment due to the manufacturing of cement (<xref ref-type="bibr" rid="B2">Abbas and Muntean, 2025</xref>). The effective solution for the problems considered above will consist in the search for methodologies that minimize excessive consumption of natural materials. Among them, one may list the rational application of industrial waste during the preparation of concrete mixes (<xref ref-type="bibr" rid="B2">Abbas and Muntean, 2025</xref>; <xref ref-type="bibr" rid="B26">Gonz&#xe1;lez-Vallejo et al., 2020</xref>; <xref ref-type="bibr" rid="B77">Wo&#x17a; niak et al., 2022</xref>; <xref ref-type="bibr" rid="B3">Agarwal and Gulati, 2006</xref>; <xref ref-type="bibr" rid="B39">Latawiec et al., 2018</xref>). Marble industry generates substantial amounts of waste that can be utilized as a by-product along with cement to produce environmentally friendly concrete (<xref ref-type="bibr" rid="B46">Molnar and Manea, 2016</xref>).</p>
<p>Construction waste management (CWM) is a complex adaptive system and a holistic strategy that involves controlled treatment, reduction, reuse, and recycling (<xref ref-type="bibr" rid="B31">Jueyendah et al., 2021</xref>), and effective final disposal of waste generated from building, converting waste from the building and manufacturing sectors into valuable products (<xref ref-type="bibr" rid="B75">Trtnik et al., 2009</xref>). Simultaneously, it promotes sustainability and cost reduction. Successful CWM reduces damage through avoidance of soil and water contamination, pollution of the atmosphere, and habitat disruption, and avoidance of methane gas emitted by landfill sites (<xref ref-type="bibr" rid="B34">Kelechi Enobie et al., 2024</xref>), Through diversion of waste and employment of recycled materials, natural materials and energy are conserved based on the principle of circular economy, where material is kept in circulation over a considerable amount of time (<xref ref-type="bibr" rid="B34">Kelechi Enobie et al., 2024</xref>).</p>
<p>A Circular Economy (CE) principle in CWM represents a paradigm shift from a linear &#x201c;take-make-consume-dispose&#x201d; model of a conventional economy to a restorative one. The circular process aims to have assets in service for longer, getting the highest value from them with minimal waste generation (<xref ref-type="bibr" rid="B25">Gherman et al., 2023</xref>; <xref ref-type="bibr" rid="B21">E. Parliament, 2023</xref>). The paradigm is termed a core new sustainable principle to optimize waste management in the construction industry. The advantages of embracing a CE in CWM are. It reduces the amount of waste to landfill sites, saves on natural resources, and even reduces greenhouse gases through reduced new production energy demands. The methodology fosters a more robust building industry that is not so dependent on volatile global supply chains and subject to material shortages.</p>
<p>Blockchain (BC) Technology is one of the best methods that can be used in Waste Management (WM) permanently because BC keeps data inside a chained sequence of blocks, thereby making it simple to track changes through calculating a single-block&#x2019;s hash value and comparing it with recorded hash value inside a nearby block (<xref ref-type="bibr" rid="B18">Motasem 2024</xref>) Researchers proceeded to elaborate on how BC today is used in WM in payment facilitation, tracking, waste monitoring. There are also BC applications that are already in place like Swachhcoin (BC mechanism for effective and eco-friendly micromanagement of trash from homes and businesses and making them into valuable commodities), Recereum (BC platform for recycling wastes and turning them into real value), and Plastic Bank (BC program that focuses on monetizing users in order to keep trash out of ocean). Furthermore, BC can also be used in a cloud system to give a boost to the security of WM making it possible for individuals to participate actively within WM through mobile phone and personal computer (<xref ref-type="bibr" rid="B71">Taylor et al., 2020</xref>; <xref ref-type="bibr" rid="B58">Researchgate, 2019</xref>). BC even has solutions to core areas named, fraud and manipulation, incorrect/loss of data, manual processing and absence of knowledge and control found within WM practices (<xref ref-type="bibr" rid="B23">Fran&#xe7;a et al., 2020</xref>).</p>
<p>In CWM, blockchain integration has a lot of potential by allowing harmonious platforms for managing data and accelerating circular economy CE concepts by means of improved collaboration. That potential can be boosted by drawing on integration strategy applicable to construction. A key strategy involves using smart contracts on platforms like Ethereum to achieve a secure peer-to-peer network within waste processing streams. While references provided do not directly refer to blockchain-based solutions like Swachhcoin, Recereum, Plastic Bank, or DanKu protocol specially applied to waste within construction, the references lay emphasis on blockchain nature like decentralization, immutability, and openness to play a vital role in effective waste tracking and measurement optimization, crucial to CE methods. In addition to that, blockchain&#x2019;s ability to integrate other digital technologies like BIM, IoT, and RFID, explored to apply to the general context of construction, also supports its contribution to overall waste handling by simplifying real-time tracking, furthering improved data exchange, and automated verifications along waste lifecycle (<xref ref-type="bibr" rid="B43">Mahmudnia et al., 2022</xref>; <xref ref-type="bibr" rid="B55">Perera et al., 2020</xref>; <xref ref-type="bibr" rid="B79">Yang et al., 2020</xref>; <xref ref-type="bibr" rid="B69">Souza Barreto et al., 2020</xref>).</p>
<p>By applying ANN (see <xref ref-type="fig" rid="F1">Figure 1</xref>) on the prediction of compressive and tensile strength: This will reduce the amount of time wasted in procedures. It will eliminate such long curing and physical testing activities by directly assessing the quality of concrete. With a well-trained ANN model, decisions can be made quickly over mix design optimization in real time to improve project efficiencies.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Artificial neural network architecture.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g001.tif">
<alt-text content-type="machine-generated">Neural network diagram with three layers: the input layer includes nodes for cement, marble powder, fine aggregate, coarse aggregate, water, and curing age. A hidden layer with sixty nodes is connected to an output layer with one node. The output is labeled as compressive or tensile strength.</alt-text>
</graphic>
</fig>
<p>The current study aims to provide an ANN model that would be able to predict the compressive and tensile strength of marble concrete. In this respect, 629 data from previous works have been selected with much care, and factors like cement, coarse and fine particles, water, and specimen curing age were taken as a number of these parameters is considered significant determinants of compressive and tensile strength of conventional concrete.</p>
<p>ANN systems have lately become popular, and many researchers have used them for different engineering applications. Laboratory tests are carried out to get the physical and mechanical properties of concrete. By simulating human brains, ANNs may learn from experience the connections between certain inputs and outputs (<xref ref-type="bibr" rid="B46">Molnar and Manea, 2016</xref>; <xref ref-type="bibr" rid="B11">Bilim et al., 2009</xref>; <xref ref-type="bibr" rid="B19">Demir, 2008</xref>; <xref ref-type="bibr" rid="B72">Topc&#xb8;u and Sar&#x131;demir, 2008a</xref>; <xref ref-type="bibr" rid="B60">Sar&#x131;demir et al., 2009</xref>; <xref ref-type="bibr" rid="B41">Lee, 2003</xref>; <xref ref-type="bibr" rid="B54">Parichatprecha and Nimityongskul, 2009</xref>; <xref ref-type="bibr" rid="B50">O&#xa8; zcan et al., 2009</xref>; <xref ref-type="bibr" rid="B73">Topc&#xb8;u and Sar&#x131;demir, 2008b</xref>; <xref ref-type="bibr" rid="B70">Tanyildizi, 2009</xref>). An ANN uses an activation function to generate an output, a learning algorithm to modify the weights, and a set of patterns from a training database as input (<xref ref-type="bibr" rid="B13">Cevik and Guzelbey, 2008</xref>; <xref ref-type="bibr" rid="B29">Hou et al., 2008</xref>; <xref ref-type="bibr" rid="B74">Topc&#xb8;u and Sar&#x131;demir, 2008c</xref>).</p>
<p>The ANN is a biologically inspired computational technique that will map the relations of n-dimensional input and output vectors very accurately. In this architecture, the so-called hidden layers composed of hidden neurons are sandwiched between an input and an output layer, where the input layer represents nodes for the input variables and the output layer is utilized to express the outputs of the model. How these three layers are combined is demonstrated in <xref ref-type="table" rid="T1">Table 1</xref> (<xref ref-type="bibr" rid="B80">Zadeh, 1965</xref>).</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Artificial neural network layers details.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Neural network</th>
<th align="left">Input layer</th>
<th align="left">Hidden layer</th>
<th align="left">Output layer</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">I-ANN</td>
<td align="center">6</td>
<td align="center">60</td>
<td align="center">1</td>
</tr>
<tr>
<td align="center">II-ANN</td>
<td align="center">6</td>
<td align="center">60</td>
<td align="center">1</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>These are the connections between the three layers, linked to weights initially set by the network creator but changed iteratively for every &#x201c;epoch&#x201d; that the network goes through. Because it reduces the error function of the network output to a predetermined threshold or limit-as instructed by the gradient descent optimization-it provides weight after weight which, in the end, converges with respect to the final values. Or in other words, the number of converged epochs reaches to its maximum until convergence is attained. Each hidden neuron has an associated activation function acting on the weighted sum of inputs it gets from the preceding layer for feeding the result of this function to the subsequent layer and so on until the final output layer. This procedure from the input layer to the output layer is called the feed-forward step. The Backpropagation technique helps in re-adjusting the weights of the network during the learn phase such that the input gets mapped with a more accurate output with a reduced Mean Squared Error. In the process, this results in converging the error to a reasonable margin below a certain threshold (<xref ref-type="bibr" rid="B80">Zadeh, 1965</xref>).</p>
<p>It is this mapping capability of ANNs in complex nonlinear relations that have made them quite applicable in fields like engineering and material sciences, including concrete property predictions. While the number of hidden layers and the number of neurons within each layer are problem-dependent, more complicated problems are modeled with deeper architectures. The model is very sensitive to network performance for proper preprocessing of the data, which must at least involve one step of normalization or standardization, in a way that it could make sure the input features must be well scaled to avoid over-problems within exploding or vanishing phases during backpropagation, including diverse activation functions that will be leveraged for capturing complex conditions, Recent breakthroughs in machine learning add the additional capabilities of accurately predicting concrete characteristics, thereby optimizing material performance by reducing the need for excessive physical tests (<xref ref-type="bibr" rid="B75">Trtnik et al., 2009</xref>).</p>
<p>Overall, the training of the ANN should be performed on a partition of data into training, validation, and testing subsets so as not to have any generalization problem or overfitting. The model generalization might get improved by applying some regularization techniques, including dropout, or L2 regularization methods. Generally speaking, more sophisticated optimization algorithms, such as the adaptive methods Adam or RMSprop, should be used, since they ensure faster convergence and improvement in general performance. ANNs are flexible in that they can fit into a wide range of problem domains by changing their architecture and hyperparameters, making them a mighty tool for predictive modeling and pattern recognition.</p>
<p>Recent research has explored the use of artificial intelligence to predict the mechanical properties of various sustainable concretes. For example, <xref ref-type="bibr" rid="B30">Jiang et al. (2023)</xref> applied AI to forecast the properties of banana peel-ash and bagasse blended geopolymer concrete, demonstrating the versatility of machine learning in sustainable materials. Other studies have proposed simplified AI-based methodologies for geopolymer concrete mix design (<xref ref-type="bibr" rid="B6">Alaneme et al., 2024a</xref>), and critical reviews have highlighted the growing role of AI in optimizing geopolymer concrete production (<xref ref-type="bibr" rid="B7">Alaneme et al., 2024b</xref>). Additionally, systematic reviews emphasize the eco-friendly potential of agro-waste-based geopolymer concrete (<xref ref-type="bibr" rid="B4">Alaneme et al., 2023a</xref>). Compared to these works, this study integrates marble powder as a cement replacement and combines ANN prediction with blockchain-based material tracking, addressing both performance optimization and supply chain transparency.</p>
<p>Though previous work on ANN-based concrete strength prediction exists, few have brought together AI-based prediction and blockchain technology for tracking and sustainability in material sources and construction. This paper presents a novel approach by combining ANN with Blockchain-Rock to predict the mechanical characteristics of marble powder concrete as well as providing transparency and security in material sources and construction. This dual approach encourages real-time mix design decision-making and addresses sustainability challenges in construction.</p>
</sec>
<sec id="s2">
<title>2 Construction materials digitalization</title>
<p>Future megatrends, that is, urbanisation, resource efficiency, as well as globalisation, are transformative drivers with far-reaching social, economic, business, culture, as well as human impacts. Specifically, digital technologies are remaking these areas in all industries as well as on all continents. Work methods (see <xref ref-type="table" rid="T2">Table 2</xref>) in design as well as construction have been changed by digitalization (see <xref ref-type="fig" rid="F2">Figure 2</xref>) with highly accurate models that allow planning, designing, constructing, assembling, operation, as well as maintenance (<xref ref-type="bibr" rid="B52">Papayianni and Pachta, 2017</xref>).</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Digitalization towards sustainability, [Global worming (GW), Greenhouse gases (GHG)].</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g002.tif">
<alt-text content-type="machine-generated">Flowchart illustrating sustainability with a central circle labeled &#x22;Sustainability.&#x22; Connected elements include Blockchain, Construction Digitalization, Environmental Impact, Waste Reduction, Energy Efficiency, Resilience, and small circles labeled ghg, CO2, GW. Sub-elements include Recycling &#x26; Reuse and Design &#x26; Planning.</alt-text>
</graphic>
</fig>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Comparison of traditional and digitalized construction methods.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Aspect</th>
<th align="center">Traditional methods</th>
<th align="center">Digitalized methods</th>
<th align="center">Impact</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">Project Planning</td>
<td align="center">Manual calculations, 2D drawings</td>
<td align="center">BIM, 5D modeling, AI-driven simulations</td>
<td align="center">Faster, more accurate planning and resource allocation</td>
</tr>
<tr>
<td align="center">Resource Management</td>
<td align="center">Manual tracking, paper-based records</td>
<td align="center">IoT sensors, cloud-based platforms</td>
<td align="center">Real-time tracking, reduced waste, and optimized resource use</td>
</tr>
<tr>
<td align="center">Safety Monitoring</td>
<td align="center">Reactive safety measures, manual inspections</td>
<td align="center">AI-powered hazard detection, drones</td>
<td align="center">Proactive safety measures, reduced accidents, and improved compliance</td>
</tr>
<tr>
<td align="center">Sustainability</td>
<td align="center">High carbon footprint, material waste</td>
<td align="center">AI-driven material optimization, green tech</td>
<td align="center">Reduced environmental impact, improved energy efficiency</td>
</tr>
<tr>
<td align="center">Cost Management</td>
<td align="center">Manual cost estimation, frequent overruns</td>
<td align="center">AI-based cost prediction, real-time analytics</td>
<td align="center">Reduced cost overruns, better budget control</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>However, construction material development as well as construction methods have not followed that of architecture and civilizations. All construction technologies developments have in turn relied on construction material (<xref ref-type="bibr" rid="B56">Rajesh et al., 2024</xref>), although its sustainability is not always prioritized. The impact buildings have on nature is not realized by society (<xref ref-type="bibr" rid="B53">Papayianni et al., 2016</xref>) as much as it is supposed to be. In consideration of digitalization as well as sustainability, construction material as well as construction technologies increasingly have to be reevaluated with consideration towards a more healthy environment.</p>
<p>Several innovations have been made known, and scholars from a variety of disciplines are enthusiastic. Some are developments in deep learning, having big data available for benchmarks, as well as algorithmic developments in terms of activation functions, initialization schemes in weights, as well as improved schemes in terms of optimization. To sense damage in structures (<xref ref-type="bibr" rid="B61">Selvasofia et al., 2020</xref>) (<xref ref-type="bibr" rid="B32">Kanhar et al., 2021</xref>), cracking in concrete (<xref ref-type="bibr" rid="B65">Shukla and Gupta, 2019</xref>) (<xref ref-type="bibr" rid="B62">Sharma et al., 2023</xref>), structural elements in bridges (<xref ref-type="bibr" rid="B45">Mishra et al., 2013</xref>), in asphalt (<xref ref-type="bibr" rid="B8">Ali and Hashmi, 2014</xref>), tunnels (<xref ref-type="bibr" rid="B38">Kumar and Kumar, 2015</xref>), towers in transmission (<xref ref-type="bibr" rid="B76">Vaidevi, 2013</xref>), as well as ceiling (<xref ref-type="bibr" rid="B81">Zhang et al., 2020</xref>), civil engineers have utilized new computer science. The construction sector is far from leading in terms of innovation as a sector because it lacks creativity as well as innovation, as well as more importantly, poor sustainability performances (<xref ref-type="bibr" rid="B16">Chavhan and Bhole, 2014</xref>). Innovations involve a broad spectrum of transformative systems such as AI as well as ANN, which can assist in the growth of the construction sector, but whose prospect is eroded by a lack of internet-based data.</p>
<p>Use of marble powder as cement substitute is critical in light of environmental impacts from dumping marble waste as well as construction sector sustainability objectives construction sector is increasingly interested in sustainability. In cement, marble powder, a high surface area material that is a by-product from marble grinding, can be a cement substitute, application of marble powder as cement substitute holds promise in terms of cost as well as environmental impacts in conformity with sustainable construction (<xref ref-type="bibr" rid="B36">Khodabakhshian et al., 2018</xref>; <xref ref-type="bibr" rid="B35">Khan et al., 2022</xref>; <xref ref-type="bibr" rid="B47">Nega et al., 2023</xref>).</p>
<p>629 entries (see <xref ref-type="fig" rid="F3">Figure 3</xref> and <xref ref-type="table" rid="T3">Table 3</xref>) (<xref ref-type="bibr" rid="B65">Shukla and Gupta, 2019</xref>; <xref ref-type="bibr" rid="B62">Sharma et al., 2023</xref>; <xref ref-type="bibr" rid="B45">Mishra et al., 2013</xref>; <xref ref-type="bibr" rid="B8">Ali and Hashmi, 2014</xref>; <xref ref-type="bibr" rid="B38">Kumar and Kumar, 2015</xref>; <xref ref-type="bibr" rid="B76">Vaidevi, 2013</xref>; <xref ref-type="bibr" rid="B81">Zhang et al., 2020</xref>; <xref ref-type="bibr" rid="B16">Chavhan and Bhole, 2014</xref>; <xref ref-type="bibr" rid="B48">Ofuyatan et al., 2019</xref>; <xref ref-type="bibr" rid="B24">Ghani et al., 2020</xref>; <xref ref-type="bibr" rid="B42">Lezzerini et al., 2022</xref>; <xref ref-type="bibr" rid="B15">Chandrasekaran, 2017</xref>; <xref ref-type="bibr" rid="B27">Gopi et al., 2017</xref>; <xref ref-type="bibr" rid="B57">Rao, 2016</xref>; <xref ref-type="bibr" rid="B20">Dhanalakshmi et al., 2022</xref>; <xref ref-type="bibr" rid="B10">AshaLak et al., 2019</xref>; <xref ref-type="bibr" rid="B14">Chandrakar and Singh, 2017</xref>; <xref ref-type="bibr" rid="B44">Majeed et al., 2021</xref>; <xref ref-type="bibr" rid="B63">Sharma et al., 2019</xref>; <xref ref-type="bibr" rid="B64">Shirule et al., 2012</xref>; <xref ref-type="bibr" rid="B51">Pal et al., 2016</xref>; <xref ref-type="bibr" rid="B66">Singh et al., 2019</xref>; <xref ref-type="bibr" rid="B59">Ris et al., 2014</xref>; <xref ref-type="bibr" rid="B68">Sounthararajan and Sivakumar, 2013b</xref>; <xref ref-type="bibr" rid="B40">Latha et al., 2015</xref>) from available studies on Marble powder (MP) effects on cement as well as durability in concrete have been utilized in this research. Waste management. To promote not just the mechanical properties but also sustainability in concrete, cement in varying ratios replaced these. The output parameter in the database was concrete strength, with input parameters consisting of cement quantity, quantity of fine aggregate (FA), quantity of coarse aggregate (CA), water, Marble powder substitute ratios as well as age in curing.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Graphical presentation of the dataset.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g003.tif">
<alt-text content-type="machine-generated">Two line graphs show datasets over time. The top graph displays compressive strength with values fluctuating between 10 and 80. The bottom graph illustrates tensile strength with values ranging from 0 to 10. Both datasets have irregular patterns.</alt-text>
</graphic>
</fig>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Dataset samples.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Cement (kg/m3)</th>
<th align="center">MP (kg/m<sup>3</sup>)</th>
<th align="center">FA (kg/m<sup>3</sup>)</th>
<th align="center">CA (kg/m<sup>3</sup>)</th>
<th align="center">Water (kg/m<sup>3</sup>)</th>
<th align="center">Age (Days)</th>
<th align="center">Compressive strength (kg/m<sup>3</sup>)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">383</td>
<td align="center">54.6</td>
<td align="center">546</td>
<td align="center">1,187</td>
<td align="center">191.6</td>
<td align="center">7</td>
<td align="center">20.34</td>
</tr>
<tr>
<td align="center">369.35</td>
<td align="center">41.04</td>
<td align="center">605.58</td>
<td align="center">1235.78</td>
<td align="center">196.57</td>
<td align="center">90</td>
<td align="center">17.1</td>
</tr>
<tr>
<td align="center">319</td>
<td align="center">106.67</td>
<td align="center">671.87</td>
<td align="center">1092.92</td>
<td align="center">192</td>
<td align="center">7</td>
<td align="center">26.45</td>
</tr>
<tr>
<td align="center">263.25</td>
<td align="center">87.75</td>
<td align="center">858</td>
<td align="center">1,183</td>
<td align="center">158</td>
<td align="center">90</td>
<td align="center">25.28</td>
</tr>
<tr>
<td align="center">358.7</td>
<td align="center">63.3</td>
<td align="center">689</td>
<td align="center">1,278</td>
<td align="center">148</td>
<td align="center">180</td>
<td align="center">47.35</td>
</tr>
<tr>
<td align="center">500</td>
<td align="center">156</td>
<td align="center">680</td>
<td align="center">725</td>
<td align="center">255</td>
<td align="center">90</td>
<td align="center">63.3</td>
</tr>
<tr>
<td align="center">360</td>
<td align="center">40</td>
<td align="center">644.58</td>
<td align="center">1,199</td>
<td align="center">184</td>
<td align="center">56</td>
<td align="center">52.29</td>
</tr>
<tr>
<td align="center">315.2</td>
<td align="center">78.8</td>
<td align="center">707.2</td>
<td align="center">1257.2</td>
<td align="center">158</td>
<td align="center">28</td>
<td align="center">27.78</td>
</tr>
<tr>
<td colspan="6" align="left"/>
<td align="center">Tensile Strength (kg/m3)</td>
</tr>
<tr>
<td align="center">405.34</td>
<td align="center">21.33</td>
<td align="center">671.87</td>
<td align="center">1092.92</td>
<td align="center">192</td>
<td align="center">7</td>
<td align="center">3.61</td>
</tr>
<tr>
<td align="center">362.67</td>
<td align="center">64</td>
<td align="center">671.87</td>
<td align="center">1092.92</td>
<td align="center">192</td>
<td align="center">14</td>
<td align="center">4.67</td>
</tr>
<tr>
<td align="center">320</td>
<td align="center">80</td>
<td align="center">644.58</td>
<td align="center">1,199</td>
<td align="center">184</td>
<td align="center">7</td>
<td align="center">1.75</td>
</tr>
<tr>
<td align="center">423.3</td>
<td align="center">22.28</td>
<td align="center">651.76</td>
<td align="center">1172.4</td>
<td align="center">191.6</td>
<td align="center">28</td>
<td align="center">4</td>
</tr>
<tr>
<td align="center">337.6</td>
<td align="center">84.4</td>
<td align="center">689</td>
<td align="center">1,278</td>
<td align="center">148</td>
<td align="center">360</td>
<td align="center">6.09</td>
</tr>
<tr>
<td align="center">377.65</td>
<td align="center">30</td>
<td align="center">538.09</td>
<td align="center">1194.4</td>
<td align="center">191.6</td>
<td align="center">28</td>
<td align="center">2</td>
</tr>
<tr>
<td align="center">380</td>
<td align="center">20</td>
<td align="center">684</td>
<td align="center">1,026</td>
<td align="center">200</td>
<td align="center">28</td>
<td align="center">4.29</td>
</tr>
<tr>
<td align="center">316.2</td>
<td align="center">55.8</td>
<td align="center">719.39</td>
<td align="center">1143.528</td>
<td align="center">186</td>
<td align="center">28</td>
<td align="center">2.96</td>
</tr>
</tbody>
</table>
</table-wrap>
<sec id="s2-1">
<title>2.1 Blockchain-rock</title>
<p>Blockchain is an integrated decentralized database made up of multiple technologies in which every node in the chain stores the entire database and ensures data consistency through hash algorithms, digital signatures, consensus protocols, smart contracts, and peer-to-peer networks (<xref ref-type="bibr" rid="B28">Hautala et al., 2017</xref>; <xref ref-type="bibr" rid="B78">Wu and Margarita, 2024</xref>). Consensus algorithms enable all the nodes to verify blocks and ensure secure and transparent data management. With its distributed data storage architecture and cryptography-based security features, blockchain provides open, tamper-evident, and trackable access to data and thus is a disruptive technology that decentralizes the management of trust and redefines cyber technology (<xref ref-type="bibr" rid="B28">Hautala et al., 2017</xref>; <xref ref-type="bibr" rid="B33">Kaur et al., 2021</xref>). It has drawn significant interest in cryptocurrencies, smart cities, and the Internet of Things. Technologically, blockchain redefines the recording, storage, and management of data and enables the shift from an information-based Internet to a value-based Internet. Marketwise, its decentralized and transparent nature reduces the use of intermediaries and the costs of trust and encourages economic efficiency (<xref ref-type="bibr" rid="B28">Hautala et al., 2017</xref>).</p>
<p>Blockchain technology can facilitate in-depth end-to-end tracing of minerals and ores. This involves marking sealed containers or ore and concentrate bags with a special number later to be entered into the blockchain. This number will be updated regularly with a constant timeline tracking and recording movement and information on the quality and quantity of each parcel of ore or concentrate. This will have two immediate applications: first, it will bring confidence to clients in the movement of valuable minerals, and secondly, it will make it easy to verify that minerals purchased are from conflict- and law-abiding sources (<xref ref-type="bibr" rid="B9">Ali et al., 2020</xref>).</p>
<p>Blockchain-Rocks focuses on utilizing blockchain technology in the sedimentary rock layers supply chain. This use ensures transparency, security, and efficiency in tracking the distribution and sales of rock formations and other minerals. Some of the key principles involved are:<list list-type="simple">
<list-item>
<p>1. Cryptography&#x2013;Ensures confidentiality and integrity of transactions.</p>
</list-item>
<list-item>
<p>2. Decentralization&#x2013;Takes away centralized power, allowing users to independently validate transactions.</p>
</list-item>
<list-item>
<p>3. Consensus Mechanism&#x2013;All transactions are confirmed as a group to ensure accuracy and prevent unauthorized modifications.</p>
</list-item>
</list>
</p>
<p>Construction and demolition waste (CDW) in the European Union (EU) accounts for approximately a third of all the waste in the region. This issue is further aggravated by inadequate treatment and management where much of the waste is unable to be reused in the value chain. Efficient management of CDW by appropriate handling and material recycling can reap huge dividends in sustainability, quality of life, and economic development. Strengthening the demand for recycled materials can further contribute to the construction and recycling industries. One of the principal barriers, however, lies in the lack of digital competences&#x2014;44% of the population and 37% of the workforce in the EU lack the basic level of digital competences as per the European Commission (<xref ref-type="bibr" rid="B49">Onifade et al., 2024</xref>).</p>
<p>The rising rate of waste production poses difficulties in identifying appropriate destinations for proper waste management. While technological advancement in the shape of the Internet of Things (IoT) and smart sensors can facilitate data collection, it does not necessarily imply correct and secure data handling on its own. The immense amount of data requires credibility and security in information transfer between the stakeholders where the use of Blockchain technology becomes essential (<xref ref-type="bibr" rid="B22">Crist&#xf3;bal Garc&#xed;a et al., 2024</xref>).</p>
<p>Blockchain has been widely applied in recent times in a number of fields, most prominently in environmental sustainability. It offers huge advantages in strategic planning, environmental tracking, logistics, and green supply chain management. Besides this, the application of Blockchain in urban circular economies ensures data integrity and security in smart cities (<xref ref-type="bibr" rid="B12">Casino et al., 2019</xref>).</p>
<p>The basis of 21st-century social and economic development will be digital technology. Therefore, it becomes essential to make use of their full potential in order to sustain an economy in favor of society and the environment (<xref ref-type="bibr" rid="B37">Kshetri, 2018</xref>).</p>
</sec>
</sec>
<sec id="s3">
<title>3 Materials &#x26; methods</title>
<sec id="s3-1">
<title>3.1 Research and data retrieval methodology</title>
<p>The ANN data were manually gathered by looking at several Marble publications. A thorough literature study was carried out in order to develop a reliable framework for forecasting the compressive and tensile strength of concrete using artificial neural networks (ANNs) see <xref ref-type="fig" rid="F2">Figure 2</xref> and <xref ref-type="table" rid="T4">Table 4</xref>. Targeted were important research that highlighted the function of supplemental cementitious materials (SCMs) in environmentally friendly building. The following standards were met by the data collection:<list list-type="simple">
<list-item>
<p>&#x2022; Publications with peer review</p>
</list-item>
<list-item>
<p>&#x2022; Research must be published within the recent years.</p>
</list-item>
<list-item>
<p>&#x2022; Studies that specifically examined the use of marble powder in the mix design.</p>
</list-item>
</list>
</p>
<table-wrap id="T4" position="float">
<label>TABLE 4</label>
<caption>
<p>Chemical composition of marble.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">SiO<sub>2</sub>
</th>
<th align="center">CaO</th>
<th align="center">MgO</th>
<th align="center">Al<sub>2</sub>O<sub>3</sub>
</th>
<th align="center">Fe<sub>2</sub>O<sub>3</sub>
</th>
<th align="center">SO<sub>3</sub>
</th>
<th align="center">Na<sub>2</sub>O</th>
<th align="center">LOI</th>
<th align="center">[Ref.]</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">28.35</td>
<td align="center">-</td>
<td align="center">16.25</td>
<td align="center">0.42</td>
<td align="center">9.7</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">
<xref ref-type="bibr" rid="B1">Abbas (2025)</xref>
</td>
</tr>
<tr>
<td align="center">0.67</td>
<td align="center">53.79</td>
<td align="center">0.71</td>
<td align="center">0.49</td>
<td align="center">0.2</td>
<td align="center">0.09</td>
<td align="center">-</td>
<td align="center">43.72</td>
<td align="center">
<xref ref-type="bibr" rid="B61">Selvasofia et al. (2020)</xref>
</td>
</tr>
<tr>
<td align="center">4.99</td>
<td align="center">32.23</td>
<td align="center">18.94</td>
<td align="center">1.09</td>
<td align="center">1.09</td>
<td align="center">0.02</td>
<td align="center">0.63</td>
<td align="center">10.63</td>
<td align="center">
<xref ref-type="bibr" rid="B32">Kanhar et al. (2021)</xref>
</td>
</tr>
<tr>
<td align="center">0.94</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">0.46</td>
<td align="left"/>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">
<xref ref-type="bibr" rid="B65">Shukla and Gupta (2019)</xref>
</td>
</tr>
<tr>
<td align="center">0.8</td>
<td align="center">58.1</td>
<td align="center">0.1</td>
<td align="center">0.1</td>
<td align="center">0.2</td>
<td align="center">0.1</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">
<xref ref-type="bibr" rid="B62">Sharma et al. (2023)</xref>
</td>
</tr>
<tr>
<td align="center">62.48</td>
<td align="center">4.83</td>
<td align="center">2.56</td>
<td align="center">18.72</td>
<td align="center">6.54</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">0.48</td>
<td align="center">
<xref ref-type="bibr" rid="B45">Mishra et al. (2013)</xref>
</td>
</tr>
<tr>
<td align="center">0.48</td>
<td align="center">55.09</td>
<td align="center">0.4</td>
<td align="center">0.17</td>
<td align="center">0.12</td>
<td align="center">0.06</td>
<td align="center">0.2</td>
<td align="center">43.48</td>
<td align="center">
<xref ref-type="bibr" rid="B8">Ali and Hashmi (2014)</xref>
</td>
</tr>
<tr>
<td align="center">28.35</td>
<td align="center">40.45</td>
<td align="center">16.25</td>
<td align="center">0.42</td>
<td align="center">9.7</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">
<xref ref-type="bibr" rid="B38">Kumar and Kumar (2015)</xref>
</td>
</tr>
<tr>
<td align="center">8.38</td>
<td align="center">61.83</td>
<td align="center">14.36</td>
<td align="center">0.67</td>
<td align="center">0.65</td>
<td align="center">0.33</td>
<td align="center">0.6</td>
<td align="center">13.02</td>
<td align="center">
<xref ref-type="bibr" rid="B76">Vaidevi (2013)</xref>
</td>
</tr>
<tr>
<td align="center">4.99</td>
<td align="center">32.23</td>
<td align="center">18.94</td>
<td align="center">1.09</td>
<td align="center">1.09</td>
<td align="center">0.02</td>
<td align="center">0.63</td>
<td align="center">40.63</td>
<td align="center">
<xref ref-type="bibr" rid="B81">Zhang et al. (2020)</xref>
</td>
</tr>
<tr>
<td align="center">-</td>
<td align="center">51.49</td>
<td align="center">0.36</td>
<td align="center">0.7</td>
<td align="center">0.33</td>
<td align="center">0.1</td>
<td align="center">0.19</td>
<td align="center">44.6</td>
<td align="center">
<xref ref-type="bibr" rid="B16">Chavhan and Bhole (2014)</xref>
</td>
</tr>
<tr>
<td align="center">1.29</td>
<td align="center">52.46</td>
<td align="center">0.54</td>
<td align="center">0.39</td>
<td align="center">0.78</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">
<xref ref-type="bibr" rid="B67">Sounthararajan and Sivakumar (2013a)</xref>
</td>
</tr>
<tr>
<td align="center">-</td>
<td align="center">55.45</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">0.67</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">43.58</td>
<td align="center">
<xref ref-type="bibr" rid="B48">Ofuyatan et al. (2019)</xref>
</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The following retrieval method was used to create a dataset of 629 items from different academic journals:</p>
</sec>
<sec id="s3-2">
<title>3.2 Data selection criteria</title>
<p>Several important criteria served as a guide for the inclusion of works in this domain:</p>
<sec id="s3-2-1">
<title>3.2.1 Relevance to sustainable construction</title>
<p>
<list list-type="simple">
<list-item>
<p>&#x2022; The research must address critical issues such as of Marble for enhanced concrete durability, mechanical strength, and eco-friendliness.</p>
</list-item>
<list-item>
<p>&#x2022; Studies providing insights into optimizing concrete mix designs using ANNs were prioritized.</p>
</list-item>
</list>
</p>
</sec>
<sec id="s3-2-2">
<title>3.2.2 Methodological consistency</title>
<p>
<list list-type="simple">
<list-item>
<p>&#x2022; The chosen research must use strong, repeatable procedures, such as cutting-edge data science methods.</p>
</list-item>
<list-item>
<p>&#x2022; Studies showing creative ANN uses to capture intricate nonlinear correlations in concrete characteristics were highly regarded.</p>
</list-item>
</list>
</p>
</sec>
<sec id="s3-2-3">
<title>3.2.3 Significance and practical impact</title>
<p>Studies that offered workable answers&#x2014;like lessening the need for physical testing or improving real-time decision-making in concrete mix design&#x2014;were given preference.</p>
</sec>
</sec>
<sec id="s3-3">
<title>3.3 Information sources</title>
<p>The following sources were considered reliable and relevant for the study:<list list-type="simple">
<list-item>
<p>&#x2022; Studies carried out in laboratory or real-world conditions, as long as they met strict quality requirements.</p>
</list-item>
<list-item>
<p>&#x2022; Research from reputable scholarly publications, conferences, and organizations that focus on sustainable building and civil engineering.</p>
</list-item>
<list-item>
<p>&#x2022; Data and reports from recognized organizations, such as industry standards committees and environmental authorities, that are accessible to the public.</p>
</list-item>
</list>
</p>
</sec>
<sec id="s3-4">
<title>3.4 Algorithm</title>
<p>The algorithm used is Levenberg-Marquardt as shown in <xref ref-type="disp-formula" rid="e1">Equations 1</xref>, <xref ref-type="disp-formula" rid="e2">2</xref> which is driven from Gauss Newton method the algorithm workflow shown in <xref ref-type="fig" rid="F4">Figure 4</xref>.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Flowchart of training.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g004.tif">
<alt-text content-type="machine-generated">Flowchart illustrating the process of creating an ANN model: Start, import dataset, split data, design hidden layers, train ANN model, validate model, and export ANN model. Arrows indicate sequence, with a loop from validation back to training. Ends with &#x22;End&#x22;.</alt-text>
</graphic>
</fig>
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<p>The research is based on a dataset of 629 entries collected from literature reviewing previous research in marble powder usage in concrete with the aim of enhancing concrete durability. Marble powder was partially replaced with cement in varying proportions with the aim of rendering sustainability and improving the mechanical properties of concrete. These include cement, FA, CA, water, SCMs, and curing age as input parameters, while the output parameter is the tensile strength of the concrete. Examples of some of the dataset used are shown in <xref ref-type="table" rid="T2">Table 2</xref>.</p>
<p>
<xref ref-type="fig" rid="F5">Figure 5</xref> Graphical representation of the data collected marble powder was replaced with variable percentage of cement in studies and subsequently, the properties tested include the compressive strength and tensile strength test for their concrete samples. Such tests had given an indication of the possibility of usage of SCMs as a means to increase eco-friendliness in structural concretes by showing even longer service life.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Minerals industry blockchain-rock processes.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g005.tif">
<alt-text content-type="machine-generated">Pentagon diagram with a central worker icon, surrounded by icons and labels: &#x22;Blockchain&#x22; (top), &#x22;Machinery &#x26; Processing&#x22; (right), &#x22;Materials &#x26; Minerals&#x22; (bottom right), &#x22;Freightage&#x22; (bottom left), and &#x22;Drilling &#x26; Operation&#x22; (left).</alt-text>
</graphic>
</fig>
</sec>
</sec>
<sec sec-type="results" id="s4">
<title>4 Results</title>
<p>It is represented that the ANN models based on I-ANN and II-ANN architecture are trained and tested concerning two metrics-Mean Squared Error and correlation coefficient see <xref ref-type="table" rid="T5">Table 5</xref> using 60 hidden neurons which resulted in minimum MSE with maximum predictive accuracy.</p>
<table-wrap id="T5" position="float">
<label>TABLE 5</label>
<caption>
<p>Emerging technologies in construction.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Technology</th>
<th align="center">Application</th>
<th align="center">Benefits</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">Artificial intelligence (AI)</td>
<td align="center">Predictive analytics, risk management, design optimization, safety monitoring</td>
<td align="center">Reduces costs, improves accuracy, enhances safety, and optimizes resources</td>
</tr>
<tr>
<td align="center">Building information modeling (BIM)</td>
<td align="center">3D modeling, clash detection, 5D cost and time integration</td>
<td align="center">Improves collaboration, reduces errors, and enhances project planning</td>
</tr>
<tr>
<td align="center">Robotics and automation</td>
<td align="center">Bricklaying, welding, site inspections, autonomous drones</td>
<td align="center">Addresses labor shortages, improves precision, and reduces human error</td>
</tr>
<tr>
<td align="center">Digital twins</td>
<td align="center">Virtual project replicas, real-time monitoring, predictive maintenance</td>
<td align="center">Enhances decision-making, reduces downtime, and improves project outcomes</td>
</tr>
<tr>
<td align="center">IoT and sensors</td>
<td align="center">Real-time data collection, equipment monitoring, environmental tracking</td>
<td align="center">Improves resource management, reduces waste, and enhances safety</td>
</tr>
<tr>
<td align="center">Generative AI</td>
<td align="center">Automated design, 3D modeling, compliance checking</td>
<td align="center">Reduces design time, improves accuracy, and ensures regulatory compliance</td>
</tr>
<tr>
<td align="center">Cloud-based collaboration</td>
<td align="center">Real-time data sharing, project management, workflow optimization</td>
<td align="center">Enhances collaboration, improves efficiency, and streamlines communication</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Results have shown that the addition of Marble powder increases the Compressive and tensile strength of concrete and generally enhances the durability of concrete. The curing time and water-to-cement ratio were the critical factors in controlling the compressive and tensile strength. ANN performance with testing data turned out to be excellent; hence, this approach is applicable (see <xref ref-type="fig" rid="F6">Figures 6</xref>&#x2013;<xref ref-type="fig" rid="F10">10</xref> and <xref ref-type="table" rid="T6">Table 6</xref>).</p>
<sec id="s4-1">
<title>4.1 ANN training state plot</title>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Neural network I and II training state.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g006.tif">
<alt-text content-type="machine-generated">Panel I displays three graphs: The top graph shows the gradient decreasing across 124 epochs, finishing at 0.48557. The middle graph plots Mu, constant at 0.01, with a dip at the end. The bottom graph illustrates six validation checks, with an increase at the final epochs. Panel II has similar graphs but across 19 epochs. The gradient decreases to 0.061366, Mu starts high, dips, and stabilizes at 0.001. The validation check shows a final increase, reaching six checks.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s4-2">
<title>4.2 ANN Performance plot</title>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Neural network I and II performance plot.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g007.tif">
<alt-text content-type="machine-generated">Two line graphs compare mean squared error performance over epochs. The left graph shows performance over 124 epochs, highlighting a best validation performance of 15.7261 at epoch 118. The right graph displays performance over 19 epochs, with a best validation performance of 0.012875 at epoch 13. Both graphs include lines for train, validation, test, and best performances.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s4-3">
<title>4.3 ANN Error histogram</title>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Neural network I and II error histogram.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g008.tif">
<alt-text content-type="machine-generated">Two histograms display error distributions with 20 bins. The left histogram has a wider error range with higher peak instances, reaching over 200. The right histogram shows a narrower error range with a peak under 70 instances. Both include training, validation, test data, and zero error markings.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s4-4">
<title>4.4 ANN Bivariate histogram</title>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Neural network I and II bivariate histogram.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g009.tif">
<alt-text content-type="machine-generated">Two 3D histograms are displayed side by side, each depicting clustered purple cubes forming a pyramid shape. The graphs are on separate grids with axes labeled from negative to positive values. The left histogram has axes extending to 80, while the right extends to 60. Both illustrate frequency distributions with peaks at the center.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s4-5">
<title>4.5 ANN Regression plot</title>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Neural network I and II regression plot.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g010.tif">
<alt-text content-type="machine-generated">Eight scatter plots showing outputs versus targets, each labeled with training, validation, test, and all, along with R-values ranging from 0.99273 to 1. The plots include best-fit lines and reference lines represented by different colors, illustrating the relationships between predicted and actual values.</alt-text>
</graphic>
</fig>
<table-wrap id="T6" position="float">
<label>TABLE 6</label>
<caption>
<p>ANN traning results.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">ANN</th>
<th align="center">Training (MSE)</th>
<th align="center">Validation (MSE)</th>
<th align="center">Test (MSE)</th>
<th align="center">Training (R)</th>
<th align="center">Validation (R)</th>
<th align="center">Test (R)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">I</td>
<td align="center">1.3056</td>
<td align="center">15.7261</td>
<td align="center">2.6576</td>
<td align="center">0.9951</td>
<td align="center">0.9927</td>
<td align="center">0.9954</td>
</tr>
<tr>
<td align="center">II</td>
<td align="center">0.0176</td>
<td align="center">0.0129</td>
<td align="center">0.0430</td>
<td align="center">0.9959</td>
<td align="center">1</td>
<td align="center">1</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4-6">
<title>4.6 Model Comparison</title>
<p>To evaluate the performance of the proposed ANN model, its results were compared with those of a Feedforward ANN model and a General Regression Neural Network (GRNN) regressor. <xref ref-type="table" rid="T7">Table 7</xref> summarizes the comparative performance in terms of R<sup>2</sup> and RMSE for compressive strength prediction.</p>
<table-wrap id="T7" position="float">
<label>TABLE 7</label>
<caption>
<p>Performance comparison of ANN predictive models.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Models</th>
<th align="center">MSE</th>
<th align="center">RMSE</th>
<th align="center">R2</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">ANN I (proposed)</td>
<td align="center">2.6576</td>
<td align="center">0.9908</td>
<td align="center">0.9954</td>
</tr>
<tr>
<td align="center">ANN II (proposed)</td>
<td align="center">0.0430</td>
<td align="center">0.207</td>
<td align="center">1</td>
</tr>
<tr>
<td align="center">ANN (<xref ref-type="bibr" rid="B6">Alaneme et al., 2024a</xref>)</td>
<td align="center">1.251</td>
<td align="center">1.118</td>
<td align="center">0.985</td>
</tr>
<tr>
<td align="center">GRNN (<xref ref-type="bibr" rid="B5">Alaneme et al., 2023b</xref>)</td>
<td align="center">-</td>
<td align="center">4.830</td>
<td align="center">0.9198</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
</sec>
<sec id="s5">
<title>5 User interface</title>
<p>For better usability, an application model was further developed upon the trained ANN. It further allows users to input certain values: marble powder in percentage, cement, time of curing, and finally water to cement ratio against which concrete compressive and tensile strength is predictable. <xref ref-type="fig" rid="F11">Figure 11</xref> presents the tool providing immediate insight so as to optimize concrete mixing designs and thereby reduce the current dependence on time-consuming, conventional test methods.</p>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>The developed application for predicting the compressive and tensile strength of concrete.</p>
</caption>
<graphic xlink:href="fbuil-11-1594735-g011.tif">
<alt-text content-type="machine-generated">Concrete Strength Predictor application interface showing two screenshots. The first has &#x22;Compressive&#x22; test selected with inputs: Cement 383, Replacement 54.6, FineAggregate 546, CoarseAggregate 1187, Water 191.6, and Age 7. The predicted value displays 19.9. The second shows &#x22;Tensile&#x22; test selected with inputs: Cement 377.6, Replacement 30, FineAggregate 538.1, CoarseAggregate 1194, Water 191.6, and Age 28. The predicted value shows 1.9.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s6">
<title>6 Summary and conclusion</title>
<p>This study developed and validated an artificial neural network (ANN) model for predicting the compressive and tensile strength of marble powder concrete, using a dataset of 629 samples. The model demonstrated high predictive accuracy, outperforming other machine learning techniques. In addition, the study introduced Blockchain-Rock technology to record and verify data related to material sources, mix designs, and predicted properties, thereby enhancing transparency and traceability in the concrete supply chain.</p>
<p>The integration of ANN and Blockchain-Rock offers a comprehensive solution for sustainable construction. ANN enables rapid and reliable prediction of concrete properties, reducing reliance on lengthy laboratory tests, while Blockchain-Rock ensures secure and tamper-proof documentation of all relevant data. This dual approach improves efficiency, quality assurance, and sustainability in the construction industry. Future research may explore real-time IoT integration and expansion to larger datasets to further enhance predictive accuracy and practical applicability.</p>
<p>By leveraging ANN, construction professionals can make real-time, data-driven decisions that improve material performance and structural reliability. The incorporation of marble powder as a supplementary cementitious material (SCM) further aligns with global sustainability efforts by minimizing waste and reducing cement consumption. Additionally, Blockchain-Rock enhances trust and accountability in material sourcing, reducing environmental and economic risks, for further research approaches:<list list-type="simple">
<list-item>
<p>&#x2022; Expand the dataset to include a wider range of material properties and mix designs.</p>
</list-item>
<list-item>
<p>&#x2022; Further optimize ANN architectures to enhance predictive accuracy.</p>
</list-item>
<list-item>
<p>&#x2022; Explore deeper integration of Blockchain-Rock into construction workflows for improved quality control and lifecycle monitoring.</p>
</list-item>
<list-item>
<p>&#x2022; Investigate real-time IoT integration to enable dynamic data collection and model updates.</p>
</list-item>
<list-item>
<p>&#x2022; Continue to advance the combined use of AI and blockchain to drive smarter, more sustainable, and efficient construction practices.</p>
</list-item>
</list>
</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s7">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="author-contributions" id="s8">
<title>Author contributions</title>
<p>MA: Writing &#x2013; original draft, Visualization, Software, Investigation, Methodology, Conceptualization. RM: Project administration, Resources, Validation, Formal Analysis, Data curation, Supervision, Writing &#x2013; review and editing.</p>
</sec>
<sec sec-type="funding-information" id="s9">
<title>Funding</title>
<p>The author(s) declare that financial support was received for the research and/or publication of this article. This research was conducted as part of the RockChain project &#x2013; &#x201c;Transversal Technological Skills for the Ornamental Rock Industry Focusing on the Applicability of Blockchain in a Circular Economy&#x201d; (Project code: 2023-1-DE02-KA220-ADU-000166863), co-funded by the European Union through the Erasmus+ programme.</p>
</sec>
<ack>
<p>We gratefully acknowledge the support and collaboration of all project partners, with special thanks to Transilvania University of Bra&#x219;ov. We also extend our appreciation to the reviewers for their insightful comments and suggestions, which have significantly improved the quality of this manuscript.</p>
</ack>
<sec sec-type="COI-statement" id="s10">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="ai-statement" id="s11">
<title>Generative AI statement</title>
<p>The author(s) declare that no Generative AI was used in the creation of this manuscript.</p>
</sec>
<sec sec-type="disclaimer" id="s12">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<ref-list>
<title>References</title>
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<given-names>M. M.</given-names>
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<surname>Muntean</surname>
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