Impacts of high CDW levels on the chemical, microstructural, and mechanical behavior of cement-based mortars

M.L. Peixoto , S.D. Jesus , H.S. Cavalcante , B.S. Teti , R.C. Manta , N.B. Lima , H.C.B. Nascimento , S. Fucale , N.B.D. Lima
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Abstract

To minimize the environmental impacts of construction and demolition waste (CDW) generation, it is essential to investigate sustainable materials' chemical and microstructural aspects, such as fine recycled concrete aggregate into cement-based mortars. A comprehensive experimental program was conducted to evaluate workability, compressive strength, and microstructural characteristics, providing insight into sustainable applications in construction. In this sense, the main goal of the present work is to examine the mechanical behavior of mortars produced with CDW due to their potential for introduction into the civil construction market. The mortars were made to evaluate the mechanical behavior and characterization tests of recycled and natural aggregates, consistency index, mass density, resistance to simple compression, x-ray diffraction, and scanning electron microscopy. The results revealed that the grains' maximum characteristic dimension corresponds to 2.36 mm, equivalent to the fine sand used. However, the water absorption of the recycled aggregate was 20.1 %, which is higher than the water absorption of fine sand, which corresponds to 12.5 %. The 1:4 ratio with 30 % replacement content showed better workability and compressive strength of 44.92 MPa. However, the 1:7 ratio showed high consistency rates due to the water-cement ratio. Further, the XRD results revealed diffraction peaks associated with Quartz, Portlandite, and Ettringite phases, corroborating the technical feasibility of using CDW. Finally, high partial replacements of fine natural aggregate by fine recycled concrete aggregate have technical and sustainable. This work highlights its potential to reduce construction costs and environmental impact, contributing to the circular economy.
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高CDW水平对水泥基砂浆的化学、微观结构和力学行为的影响
为了尽量减少建筑和拆除废物(CDW)产生对环境的影响,有必要研究可持续材料的化学和微观结构方面,例如将细再生混凝土骨料制成水泥基砂浆。进行了全面的实验计划,以评估可加工性,抗压强度和微观结构特征,为建筑中的可持续应用提供见解。从这个意义上说,目前工作的主要目标是检查用CDW生产的砂浆的力学行为,因为它们有可能被引入民用建筑市场。对再生骨料和天然骨料的力学性能、稠度指数、质量密度、抗简单压缩性能、x射线衍射和扫描电镜进行了评价。结果表明,颗粒的最大特征尺寸为2.36 mm,与使用的细砂相当。而再生骨料的吸水率为20.1 %,高于细砂的吸水率12.5 %。当替代量为30 %时,1:4的可加工性较好,抗压强度为44.92 MPa。但由于水灰比的影响,1:7的稠度较高。此外,XRD结果显示了石英、波特兰石和钙矾石相的衍射峰,证实了使用CDW的技术可行性。最后,细再生混凝土骨料对天然细骨料的高局部替代具有技术性和可持续性。这项工作突出了其降低建筑成本和环境影响的潜力,有助于循环经济。
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