Ahmad Khalil Mohammed, Anas Zobih Jamil, Ahmed Salih Mohammed, A. M. T. Hassan
{"title":"混凝土中纳米二氧化硅演变的多变量方差分析:强度和可持续性建模","authors":"Ahmad Khalil Mohammed, Anas Zobih Jamil, Ahmed Salih Mohammed, A. M. T. Hassan","doi":"10.1007/s42107-024-01119-4","DOIUrl":null,"url":null,"abstract":"<div><p>This comprehensive research traces the evolution of concrete technology, focusing on nanotechnology, specifically nano-silica, as a highly promising avenue for enhancing concrete properties. The study systematically compares traditional concrete with nano-silica-reinforced concrete, shedding light on the pivotal roles of superplasticizers and nano-silica in determining compressive strength over a curing period ranging from 1 to 365 days. The analysis encompasses key factors such as the water-to-cement ratio, cement content (C), and content (S), gravel content (G), superplasticizer (SP), and Nano silica (NS), totaling 820 meticulously collected, analyzed, and modeled datasets.This research employs extensive datasets and diverse modeling techniques to predict compressive strength accurately. Key findings underscore the influence of the water-cement ratio and superplasticizers in traditional concrete, while nano-silica consistently interacts with other factors, except for curing time. The study presents numerical models for compressive strength estimation and contributes to sustainable construction practices. Utilizing statistical modeling, the research establishes optimal models with minimal root mean square error (RMSE). Correlation analysis reveals nuanced connections between traditional and nano-silica-containing concrete, with a marginal strength difference not exceeding 5 MPa. Various models, including nonlinear regression, full quadratic models, and an artificial neural network (ANN), are employed to predict compressive strength. Significantly, the study finds that the Artificial Neural Network (ANN) model consistently outperforms other models in predicting the compressive strength of conventional concrete, while the Full Quadratic (FQ) model exhibits remarkable consistency, especially in forecasting the strength of traditional concrete. Sensitivity analysis underscores the pivotal roles of factors such as water-cement ratio, cement content, and superplasticizer in influencing model accuracy. Notably, nano-silica, identified through sensitivity analysis, significantly contributes to predictive accuracy, highlighting its unique and influential role in shaping concrete strength. This research deepens our understanding of the multifaceted factors influencing nano-silica-infused concrete strength, emphasizing the necessity to consider multiple variables for precise predictions.</p></div>","PeriodicalId":8513,"journal":{"name":"Asian Journal of Civil Engineering","volume":"25 7","pages":"5393 - 5420"},"PeriodicalIF":0.0000,"publicationDate":"2024-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multivariate analysis of variance in nano-silica in concrete evolution: modelling strength and sustainability\",\"authors\":\"Ahmad Khalil Mohammed, Anas Zobih Jamil, Ahmed Salih Mohammed, A. M. T. Hassan\",\"doi\":\"10.1007/s42107-024-01119-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This comprehensive research traces the evolution of concrete technology, focusing on nanotechnology, specifically nano-silica, as a highly promising avenue for enhancing concrete properties. The study systematically compares traditional concrete with nano-silica-reinforced concrete, shedding light on the pivotal roles of superplasticizers and nano-silica in determining compressive strength over a curing period ranging from 1 to 365 days. The analysis encompasses key factors such as the water-to-cement ratio, cement content (C), and content (S), gravel content (G), superplasticizer (SP), and Nano silica (NS), totaling 820 meticulously collected, analyzed, and modeled datasets.This research employs extensive datasets and diverse modeling techniques to predict compressive strength accurately. Key findings underscore the influence of the water-cement ratio and superplasticizers in traditional concrete, while nano-silica consistently interacts with other factors, except for curing time. The study presents numerical models for compressive strength estimation and contributes to sustainable construction practices. Utilizing statistical modeling, the research establishes optimal models with minimal root mean square error (RMSE). Correlation analysis reveals nuanced connections between traditional and nano-silica-containing concrete, with a marginal strength difference not exceeding 5 MPa. Various models, including nonlinear regression, full quadratic models, and an artificial neural network (ANN), are employed to predict compressive strength. Significantly, the study finds that the Artificial Neural Network (ANN) model consistently outperforms other models in predicting the compressive strength of conventional concrete, while the Full Quadratic (FQ) model exhibits remarkable consistency, especially in forecasting the strength of traditional concrete. Sensitivity analysis underscores the pivotal roles of factors such as water-cement ratio, cement content, and superplasticizer in influencing model accuracy. Notably, nano-silica, identified through sensitivity analysis, significantly contributes to predictive accuracy, highlighting its unique and influential role in shaping concrete strength. This research deepens our understanding of the multifaceted factors influencing nano-silica-infused concrete strength, emphasizing the necessity to consider multiple variables for precise predictions.</p></div>\",\"PeriodicalId\":8513,\"journal\":{\"name\":\"Asian Journal of Civil Engineering\",\"volume\":\"25 7\",\"pages\":\"5393 - 5420\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-08-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Asian Journal of Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s42107-024-01119-4\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s42107-024-01119-4","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
Multivariate analysis of variance in nano-silica in concrete evolution: modelling strength and sustainability
This comprehensive research traces the evolution of concrete technology, focusing on nanotechnology, specifically nano-silica, as a highly promising avenue for enhancing concrete properties. The study systematically compares traditional concrete with nano-silica-reinforced concrete, shedding light on the pivotal roles of superplasticizers and nano-silica in determining compressive strength over a curing period ranging from 1 to 365 days. The analysis encompasses key factors such as the water-to-cement ratio, cement content (C), and content (S), gravel content (G), superplasticizer (SP), and Nano silica (NS), totaling 820 meticulously collected, analyzed, and modeled datasets.This research employs extensive datasets and diverse modeling techniques to predict compressive strength accurately. Key findings underscore the influence of the water-cement ratio and superplasticizers in traditional concrete, while nano-silica consistently interacts with other factors, except for curing time. The study presents numerical models for compressive strength estimation and contributes to sustainable construction practices. Utilizing statistical modeling, the research establishes optimal models with minimal root mean square error (RMSE). Correlation analysis reveals nuanced connections between traditional and nano-silica-containing concrete, with a marginal strength difference not exceeding 5 MPa. Various models, including nonlinear regression, full quadratic models, and an artificial neural network (ANN), are employed to predict compressive strength. Significantly, the study finds that the Artificial Neural Network (ANN) model consistently outperforms other models in predicting the compressive strength of conventional concrete, while the Full Quadratic (FQ) model exhibits remarkable consistency, especially in forecasting the strength of traditional concrete. Sensitivity analysis underscores the pivotal roles of factors such as water-cement ratio, cement content, and superplasticizer in influencing model accuracy. Notably, nano-silica, identified through sensitivity analysis, significantly contributes to predictive accuracy, highlighting its unique and influential role in shaping concrete strength. This research deepens our understanding of the multifaceted factors influencing nano-silica-infused concrete strength, emphasizing the necessity to consider multiple variables for precise predictions.
期刊介绍:
The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt. Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate: a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.