M. Shariq , F. Ahmad , A. Masood , A. Fuzail Hashmi , M. Ayaz
{"title":"新型混凝土的可持续发展废物材料:在高温下使用预测模型对强度,脉冲速度和回弹锤数的综合研究","authors":"M. Shariq , F. Ahmad , A. Masood , A. Fuzail Hashmi , M. Ayaz","doi":"10.1016/j.conbuildmat.2025.141992","DOIUrl":null,"url":null,"abstract":"<div><div>The present study examines the characteristics of concrete produced by incorporating waste materials, namely ground granulated blast furnace slag (GGBFS) and granite powder at elevated temperatures. Various properties of the concrete, such as compressive strength, rebound hammer, Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT), and slump test, have been investigated. Different concrete mixes have been prepared based on different percentages, i.e., 0, 30, and 50 % by weight of GGBFS and granite powder replacements with cement and fine aggregate. Experimental results demonstrated that concrete with 50 % GGBFS and 30 % granite powder retained 26 MPa compressive strength at 300°C, outperforming conventional concrete (18 MPa at 300°C). At 600°C, the optimized mix maintained 12 MPa strength, showing a 13.1 % improvement over control mixes. Non-destructive testing revealed that ultrasonic pulse velocity (UPV) for GGBFS-granite blends exceeded 4.5 km/s (classified as \"excellent\" per IS 13311) at ambient conditions. Rebound hammer numbers for modified mixes ranged from 16–24 (28 days) to 18–26 (90 days), correlating with reduced surface hardness but enhanced thermal stability. New models have been proposed to evaluate the age-dependent compressive strength, pulse velocity, and rebound hammer number of concrete containing varying percentages of GGBFS and granite powder, applicable at any temperature and any concrete age. Predictive models achieved 95 % accuracy ( ± 5 % error) in estimating strength, UPV, and rebound number properties. Moreover, multi-objective cost optimization analysis was also conducted using NSGA-II to determine the most cost-effective and economical concrete mix with the highest compressive strength. The present study contributes valuable insights into the suitability of waste materials in concrete production, offering potential benefits for sustainable and durable construction practices.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"486 ","pages":"Article 141992"},"PeriodicalIF":8.0000,"publicationDate":"2025-06-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Development of novel concrete with sustainable waste materials: A comprehensive study on strength, pulse velocity, and rebound hammer number at elevated temperatures using predictive models\",\"authors\":\"M. Shariq , F. Ahmad , A. Masood , A. Fuzail Hashmi , M. Ayaz\",\"doi\":\"10.1016/j.conbuildmat.2025.141992\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The present study examines the characteristics of concrete produced by incorporating waste materials, namely ground granulated blast furnace slag (GGBFS) and granite powder at elevated temperatures. Various properties of the concrete, such as compressive strength, rebound hammer, Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT), and slump test, have been investigated. Different concrete mixes have been prepared based on different percentages, i.e., 0, 30, and 50 % by weight of GGBFS and granite powder replacements with cement and fine aggregate. Experimental results demonstrated that concrete with 50 % GGBFS and 30 % granite powder retained 26 MPa compressive strength at 300°C, outperforming conventional concrete (18 MPa at 300°C). At 600°C, the optimized mix maintained 12 MPa strength, showing a 13.1 % improvement over control mixes. Non-destructive testing revealed that ultrasonic pulse velocity (UPV) for GGBFS-granite blends exceeded 4.5 km/s (classified as \\\"excellent\\\" per IS 13311) at ambient conditions. Rebound hammer numbers for modified mixes ranged from 16–24 (28 days) to 18–26 (90 days), correlating with reduced surface hardness but enhanced thermal stability. New models have been proposed to evaluate the age-dependent compressive strength, pulse velocity, and rebound hammer number of concrete containing varying percentages of GGBFS and granite powder, applicable at any temperature and any concrete age. Predictive models achieved 95 % accuracy ( ± 5 % error) in estimating strength, UPV, and rebound number properties. Moreover, multi-objective cost optimization analysis was also conducted using NSGA-II to determine the most cost-effective and economical concrete mix with the highest compressive strength. The present study contributes valuable insights into the suitability of waste materials in concrete production, offering potential benefits for sustainable and durable construction practices.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"486 \",\"pages\":\"Article 141992\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-06-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825021439\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825021439","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Development of novel concrete with sustainable waste materials: A comprehensive study on strength, pulse velocity, and rebound hammer number at elevated temperatures using predictive models
The present study examines the characteristics of concrete produced by incorporating waste materials, namely ground granulated blast furnace slag (GGBFS) and granite powder at elevated temperatures. Various properties of the concrete, such as compressive strength, rebound hammer, Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT), and slump test, have been investigated. Different concrete mixes have been prepared based on different percentages, i.e., 0, 30, and 50 % by weight of GGBFS and granite powder replacements with cement and fine aggregate. Experimental results demonstrated that concrete with 50 % GGBFS and 30 % granite powder retained 26 MPa compressive strength at 300°C, outperforming conventional concrete (18 MPa at 300°C). At 600°C, the optimized mix maintained 12 MPa strength, showing a 13.1 % improvement over control mixes. Non-destructive testing revealed that ultrasonic pulse velocity (UPV) for GGBFS-granite blends exceeded 4.5 km/s (classified as "excellent" per IS 13311) at ambient conditions. Rebound hammer numbers for modified mixes ranged from 16–24 (28 days) to 18–26 (90 days), correlating with reduced surface hardness but enhanced thermal stability. New models have been proposed to evaluate the age-dependent compressive strength, pulse velocity, and rebound hammer number of concrete containing varying percentages of GGBFS and granite powder, applicable at any temperature and any concrete age. Predictive models achieved 95 % accuracy ( ± 5 % error) in estimating strength, UPV, and rebound number properties. Moreover, multi-objective cost optimization analysis was also conducted using NSGA-II to determine the most cost-effective and economical concrete mix with the highest compressive strength. The present study contributes valuable insights into the suitability of waste materials in concrete production, offering potential benefits for sustainable and durable construction practices.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.