Recycled Coarse Aggregates in Concrete: A Comprehensive Study of Mechanical and Microstructural Properties

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL
Harish Panghal, Awadhesh Kumar
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Abstract

Addressing the increasing demand for concrete due to advancements in the construction sector and population growth, this research explores the critical intersection of waste management and sustainable construction practices. By incorporating recycled coarse aggregate (RCA) derived from construction and demolition waste into concrete, waste reduction and natural resource conservation is achieved. An innovative standard compaction method is utilized to investigate the complex dynamics of RCA's influence on concrete properties. Key parameters examined include workability, compressive strength, flexural strength, split tensile strength, microstructural characteristics (XRD, SEM, EDAX), and modulus of elasticity. A distinctive feature of this research involves systematically replacing conventional coarse aggregates with RCA at varying proportions: 0, 25, 50, 75, and 100%. The comprehensive analysis reveals significant improvements in the fresh, hardened, and microstructural properties of concrete. Results indicate a nuanced relationship between RCA replacement levels and concrete strength, with the optimal mixture at 25% RCA replacement (RCA 25) demonstrating notably higher compressive (11.56%), flexural (3.06%), and split tensile (5.17%) strengths compared to the control concrete. Additionally, RCA 25 exhibits an 8.91% increase in modulus of elasticity. XRD, SEM, and EDAX analyses provide insights into the underlying mechanisms, indicating that pozzolanic activity enhances strength at lower RCA replacement levels by producing more hydration products, while strength may decrease at higher replacement levels. The significance of this research lies in its novel methodology, addressing a critical gap in understanding the intricate relationships between RCA content and concrete performance. The findings strongly advocate for the judicious use of recycled materials in concrete, contributing to environmental conservation and the long-term resilience of construction materials.

Abstract Image

混凝土中的再生粗骨料:机械和微观结构特性的综合研究
随着建筑业的发展和人口的增长,对混凝土的需求也在不断增加,针对这一情况,本研究探讨了废物管理和可持续建筑实践之间的重要交叉点。通过在混凝土中加入从建筑和拆除废料中提取的再生粗骨料(RCA),实现了减少废物和保护自然资源的目的。研究采用了一种创新的标准压实方法来研究 RCA 对混凝土性能影响的复杂动态。研究的主要参数包括工作性、抗压强度、抗弯强度、劈裂拉伸强度、微观结构特征(XRD、SEM、EDAX)和弹性模量。这项研究的一个显著特点是系统地用不同比例的 RCA 替代传统的粗集料:0、25、50、75 和 100%。综合分析表明,混凝土的新拌、硬化和微观结构性能均有显著改善。结果表明,RCA 替代水平与混凝土强度之间存在微妙的关系,与对照混凝土相比,RCA 替代率为 25% 的最佳混合物(RCA 25)的抗压强度(11.56%)、抗弯强度(3.06%)和劈裂拉伸强度(5.17%)明显更高。此外,RCA 25 的弹性模量增加了 8.91%。XRD、SEM 和 EDAX 分析提供了对潜在机理的深入了解,表明在较低的 RCA 替代水平下,通过产生更多的水化产物,毛细管活性可提高强度,而在较高的替代水平下,强度可能会降低。这项研究的意义在于它采用了新颖的方法,填补了在理解 RCA 含量与混凝土性能之间错综复杂的关系方面的一个重要空白。研究结果有力地倡导了在混凝土中合理使用再生材料,为环境保护和建筑材料的长期适应性做出了贡献。
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来源期刊
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
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