热带友好型自密实混凝土:新鲜,机械和耐用性能,使用苏丹阿拉伯土胶,石灰石粉和天然火山灰

Q2 Engineering
K. Salah Eldin Babikir, Yousif Hummaida Ahmed, M. O. Mahgoub, Tareg Abdalla Abdalla
{"title":"热带友好型自密实混凝土:新鲜,机械和耐用性能,使用苏丹阿拉伯土胶,石灰石粉和天然火山灰","authors":"K. Salah Eldin Babikir,&nbsp;Yousif Hummaida Ahmed,&nbsp;M. O. Mahgoub,&nbsp;Tareg Abdalla Abdalla","doi":"10.1007/s42107-025-01407-7","DOIUrl":null,"url":null,"abstract":"<div><p>This paper investigates the performance of three types of Self-compacting concrete (SCC) mixes containing ordinary Portland cement (OPC) with different additions of Arabic gum (AG), limestone powder (LSP), and natural pozzolan (NP) to achieve self-compactability. To minimize generated hydration heat, these materials reduce 400 kg/m<sup>3</sup> OPC content up to 15% by weight. Primarily, the SCC fresh properties tests are carried out on 22 trial mixes with various water/powder (W/P) ratios to achieve the optimums fresh performance. Then six SCC mixes are selected and, furthermore, tested for extra fresh and hardened SCC properties, including durability against sulfate attack and chloride ingress. The findings indicate that SCC containing 0.2% AG exhibited superior fresh behavior and mechanical performance compared to other mixtures. Additionally, NP incorporation increased shrinkage, whereas LSP enhanced sulfate resistance by reducing surface erosion. In terms of chloride ingress, SCC with 0.2% AG demonstrated improved resistance, while the inclusion of 15% LSP negatively affected chloride penetration resistance. These results provide valuable insights into the potential of AG, LSP, and NP as sustainable alternatives for enhancing SCC performance.</p></div>","PeriodicalId":8513,"journal":{"name":"Asian Journal of Civil Engineering","volume":"26 9","pages":"3927 - 3949"},"PeriodicalIF":0.0000,"publicationDate":"2025-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Tropical-friendly self-compacting concrete: fresh, mechanical and durability performance using Indigenous Sudanese Arabic gum, limestone powder and natural pozzolan\",\"authors\":\"K. Salah Eldin Babikir,&nbsp;Yousif Hummaida Ahmed,&nbsp;M. O. Mahgoub,&nbsp;Tareg Abdalla Abdalla\",\"doi\":\"10.1007/s42107-025-01407-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This paper investigates the performance of three types of Self-compacting concrete (SCC) mixes containing ordinary Portland cement (OPC) with different additions of Arabic gum (AG), limestone powder (LSP), and natural pozzolan (NP) to achieve self-compactability. To minimize generated hydration heat, these materials reduce 400 kg/m<sup>3</sup> OPC content up to 15% by weight. Primarily, the SCC fresh properties tests are carried out on 22 trial mixes with various water/powder (W/P) ratios to achieve the optimums fresh performance. Then six SCC mixes are selected and, furthermore, tested for extra fresh and hardened SCC properties, including durability against sulfate attack and chloride ingress. The findings indicate that SCC containing 0.2% AG exhibited superior fresh behavior and mechanical performance compared to other mixtures. Additionally, NP incorporation increased shrinkage, whereas LSP enhanced sulfate resistance by reducing surface erosion. In terms of chloride ingress, SCC with 0.2% AG demonstrated improved resistance, while the inclusion of 15% LSP negatively affected chloride penetration resistance. These results provide valuable insights into the potential of AG, LSP, and NP as sustainable alternatives for enhancing SCC performance.</p></div>\",\"PeriodicalId\":8513,\"journal\":{\"name\":\"Asian Journal of Civil Engineering\",\"volume\":\"26 9\",\"pages\":\"3927 - 3949\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2025-06-27\",\"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/s42107-025-01407-7\",\"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/s42107-025-01407-7","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0

摘要

本文研究了含有普通硅酸盐水泥(OPC)的三种自密实混凝土(SCC)的性能,其中阿拉伯胶(AG),石灰石粉(LSP)和天然火山灰(NP)的添加量不同,以实现自密实性。为了最大限度地减少水化产生的热量,这些材料减少400 kg/m3的OPC含量,重量减少15%。首先,对22种不同水/粉(W/P)比的SCC试验混合物进行了新鲜性能测试,以获得最佳的新鲜性能。然后选择六种SCC混合物,进一步测试额外的新鲜和硬化SCC性能,包括抗硫酸盐侵蚀和氯化物侵入的耐久性。结果表明,与其他混合物相比,含0.2% AG的SCC具有更好的新鲜性能和力学性能。此外,NP的加入增加了收缩,而LSP通过减少表面侵蚀来增强硫酸盐的抵抗能力。在氯离子渗透方面,加入0.2% AG的SCC表现出了更好的抗氯离子渗透能力,而加入15% LSP的SCC则对抗氯离子渗透能力有负面影响。这些结果为AG、LSP和NP作为提高SCC性能的可持续替代方案的潜力提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Tropical-friendly self-compacting concrete: fresh, mechanical and durability performance using Indigenous Sudanese Arabic gum, limestone powder and natural pozzolan

This paper investigates the performance of three types of Self-compacting concrete (SCC) mixes containing ordinary Portland cement (OPC) with different additions of Arabic gum (AG), limestone powder (LSP), and natural pozzolan (NP) to achieve self-compactability. To minimize generated hydration heat, these materials reduce 400 kg/m3 OPC content up to 15% by weight. Primarily, the SCC fresh properties tests are carried out on 22 trial mixes with various water/powder (W/P) ratios to achieve the optimums fresh performance. Then six SCC mixes are selected and, furthermore, tested for extra fresh and hardened SCC properties, including durability against sulfate attack and chloride ingress. The findings indicate that SCC containing 0.2% AG exhibited superior fresh behavior and mechanical performance compared to other mixtures. Additionally, NP incorporation increased shrinkage, whereas LSP enhanced sulfate resistance by reducing surface erosion. In terms of chloride ingress, SCC with 0.2% AG demonstrated improved resistance, while the inclusion of 15% LSP negatively affected chloride penetration resistance. These results provide valuable insights into the potential of AG, LSP, and NP as sustainable alternatives for enhancing SCC performance.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信