{"title":"使用各种人工砂和天然砂时混凝土的新拌和硬化性能比较","authors":"D. Nguyen, Duy-Liem Nguyen","doi":"10.1680/jmacr.23.00051","DOIUrl":null,"url":null,"abstract":"Four concrete types were experimentally investigated using different fine aggregates as follows: natural river sand (M20RS), artificial crushed sand (M20CS), artificial gravel sand (M20GS), and hybrid sand (M20HS) containing 50% river sand and 50% gravel sand by mass. First, there were little differences in both compressive strength and elastic modulus of the concretes (less than 6.4%). Second, compared to M20RS using river sand, the concretes using artificial sands positively demonstrated their higher flexural strengths (3.5-11.1%) and splitting strengths (4.4-12.8%) at 28-day age. In contrast, they negatively revealed their lower workabilities (21.4-35.7%), water permeation resistance (34.3-53.7%), and abrasion resistance (2.9-20.6%). Third, the compressive, flexural, and splitting strength of the concretes increased with time under water curing. Under sulfate attack, the compressive strengths of the concretes were observed to enhance at 56-day age but reduced at 90-day age. The reductions in compressive strengths owing to sulfate attack were 2.6-7.7% at 56-day age and 11.8-24.4% at 90-day age, in comparison to water curing. Finally, the Weibull distribution analysis was performed to explore the the effect of fine aggregate types on concrete strength sensitivity.","PeriodicalId":18113,"journal":{"name":"Magazine of Concrete Research","volume":null,"pages":null},"PeriodicalIF":1.8000,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Comparative fresh and hardened performances of concrete in using various artificial and natural sands\",\"authors\":\"D. Nguyen, Duy-Liem Nguyen\",\"doi\":\"10.1680/jmacr.23.00051\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Four concrete types were experimentally investigated using different fine aggregates as follows: natural river sand (M20RS), artificial crushed sand (M20CS), artificial gravel sand (M20GS), and hybrid sand (M20HS) containing 50% river sand and 50% gravel sand by mass. First, there were little differences in both compressive strength and elastic modulus of the concretes (less than 6.4%). Second, compared to M20RS using river sand, the concretes using artificial sands positively demonstrated their higher flexural strengths (3.5-11.1%) and splitting strengths (4.4-12.8%) at 28-day age. In contrast, they negatively revealed their lower workabilities (21.4-35.7%), water permeation resistance (34.3-53.7%), and abrasion resistance (2.9-20.6%). Third, the compressive, flexural, and splitting strength of the concretes increased with time under water curing. Under sulfate attack, the compressive strengths of the concretes were observed to enhance at 56-day age but reduced at 90-day age. The reductions in compressive strengths owing to sulfate attack were 2.6-7.7% at 56-day age and 11.8-24.4% at 90-day age, in comparison to water curing. Finally, the Weibull distribution analysis was performed to explore the the effect of fine aggregate types on concrete strength sensitivity.\",\"PeriodicalId\":18113,\"journal\":{\"name\":\"Magazine of Concrete Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.8000,\"publicationDate\":\"2024-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Magazine of Concrete Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jmacr.23.00051\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Magazine of Concrete Research","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jmacr.23.00051","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Comparative fresh and hardened performances of concrete in using various artificial and natural sands
Four concrete types were experimentally investigated using different fine aggregates as follows: natural river sand (M20RS), artificial crushed sand (M20CS), artificial gravel sand (M20GS), and hybrid sand (M20HS) containing 50% river sand and 50% gravel sand by mass. First, there were little differences in both compressive strength and elastic modulus of the concretes (less than 6.4%). Second, compared to M20RS using river sand, the concretes using artificial sands positively demonstrated their higher flexural strengths (3.5-11.1%) and splitting strengths (4.4-12.8%) at 28-day age. In contrast, they negatively revealed their lower workabilities (21.4-35.7%), water permeation resistance (34.3-53.7%), and abrasion resistance (2.9-20.6%). Third, the compressive, flexural, and splitting strength of the concretes increased with time under water curing. Under sulfate attack, the compressive strengths of the concretes were observed to enhance at 56-day age but reduced at 90-day age. The reductions in compressive strengths owing to sulfate attack were 2.6-7.7% at 56-day age and 11.8-24.4% at 90-day age, in comparison to water curing. Finally, the Weibull distribution analysis was performed to explore the the effect of fine aggregate types on concrete strength sensitivity.
期刊介绍:
For concrete and other cementitious derivatives to be developed further, we need to understand the use of alternative hydraulically active materials used in combination with plain Portland Cement, sustainability and durability issues. Both fundamental and best practice issues need to be addressed.
Magazine of Concrete Research covers every aspect of concrete manufacture and behaviour from performance and evaluation of constituent materials to mix design, testing, durability, structural analysis and composite construction.