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    Prediction of the Lateral Pressure of Self-Consolidating Concrete on Construction Formwork Systems Using Machine-Learning Algorithms

    Source: Journal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 009::page 04024110-1
    Author:
    Rayan H. Assaad
    ,
    Ahmed Omran
    ,
    Nancy Soliman
    ,
    Ghiwa Assaf
    DOI: 10.1061/JCEMD4.COENG-14509
    Publisher: American Society of Civil Engineers
    Abstract: Construction firms face considerable challenges in relation to finding cost-effective formwork solutions to meet increased construction demands. Project stakeholders have relied on self-consolidating concrete (SCC) to speed up the construction time because SCC is highly fluid and has numerous advantages compared to traditional concrete. To withstand SCC’s high fluidity, formwork systems should be robust. Although previous research has experimentally examined various characteristics of SCC, few research studies have used machine-learning algorithms to estimate or predict the lateral pressure exerted by SCC on formwork systems. Hence, this study addressed this knowledge gap by proposing a machine-learning approach to predict the lateral pressure of SCC on vertical formwork systems. First, laboratory tests were performed to collect data on lateral pressure measurements, material factors, placement conditions, and formwork characteristics affecting the SCC lateral pressure on formwork systems. Second, four supervised machine-learning algorithms were considered in this study: k-nearest neighbor (KNN), artificial neural network (ANN), decision tree (DT), and random forest (RF). Third, the hyperparameters of the machine-learning algorithms were tuned, and their performance metrics were compared. Fourth, the most accurate predictive machine-learning model was verified on an unseen testing set. The results showed that the RF machine-learning algorithm was the best model for predicting the lateral pressure of SCC on formwork systems, with a mean percentage error of 0.8%, a mean absolute percentage error of 4.29%, and a coefficient of determination R2 of 0.9548. This study adds to the construction engineering and management body of knowledge by developing a machine-learning predictive model that can be used to accurately assess the lateral pressure exerted by SCC on formwork, which helps to ensure safe design of formwork systems and economic construction operations in formwork-related activities.
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      Prediction of the Lateral Pressure of Self-Consolidating Concrete on Construction Formwork Systems Using Machine-Learning Algorithms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298777
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    contributor authorRayan H. Assaad
    contributor authorAhmed Omran
    contributor authorNancy Soliman
    contributor authorGhiwa Assaf
    date accessioned2024-12-24T10:21:43Z
    date available2024-12-24T10:21:43Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJCEMD4.COENG-14509.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298777
    description abstractConstruction firms face considerable challenges in relation to finding cost-effective formwork solutions to meet increased construction demands. Project stakeholders have relied on self-consolidating concrete (SCC) to speed up the construction time because SCC is highly fluid and has numerous advantages compared to traditional concrete. To withstand SCC’s high fluidity, formwork systems should be robust. Although previous research has experimentally examined various characteristics of SCC, few research studies have used machine-learning algorithms to estimate or predict the lateral pressure exerted by SCC on formwork systems. Hence, this study addressed this knowledge gap by proposing a machine-learning approach to predict the lateral pressure of SCC on vertical formwork systems. First, laboratory tests were performed to collect data on lateral pressure measurements, material factors, placement conditions, and formwork characteristics affecting the SCC lateral pressure on formwork systems. Second, four supervised machine-learning algorithms were considered in this study: k-nearest neighbor (KNN), artificial neural network (ANN), decision tree (DT), and random forest (RF). Third, the hyperparameters of the machine-learning algorithms were tuned, and their performance metrics were compared. Fourth, the most accurate predictive machine-learning model was verified on an unseen testing set. The results showed that the RF machine-learning algorithm was the best model for predicting the lateral pressure of SCC on formwork systems, with a mean percentage error of 0.8%, a mean absolute percentage error of 4.29%, and a coefficient of determination R2 of 0.9548. This study adds to the construction engineering and management body of knowledge by developing a machine-learning predictive model that can be used to accurately assess the lateral pressure exerted by SCC on formwork, which helps to ensure safe design of formwork systems and economic construction operations in formwork-related activities.
    publisherAmerican Society of Civil Engineers
    titlePrediction of the Lateral Pressure of Self-Consolidating Concrete on Construction Formwork Systems Using Machine-Learning Algorithms
    typeJournal Article
    journal volume150
    journal issue9
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/JCEMD4.COENG-14509
    journal fristpage04024110-1
    journal lastpage04024110-17
    page17
    treeJournal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 009
    contenttypeFulltext
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