Performance of recycled concrete aggregates developed through integrated thermomechanical treatment process

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Bhartesh, Gyani Jail Singh
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Abstract

This study determines how untreated recycled concrete aggregates (URA), thermally treated recycled concrete aggregates (TRA), and recycled concrete aggregates developed through an integrated thermomechanical treatment process (TmRA) perform in concrete relative to each other. A concrete composed of 100% recycled aggregates (RCA) with Portland pozzolana cement has been successfully developed in the present study. The compressive strength, split tensile strength, flexural strength, fracture energy, and modulus of elasticity of TmRC is observed higher than URC by 18.62%, 8.20%, 40.72%, 24.18%, and 54.99%, and those TRC by 7.54%, 28.57%, 29.78%, 24.12%, and 34.35%, respectively. The split tensile strength, flexural strength, fracture energy, and modulus of elasticity of these concretes are strongly correlated with their compressive strength. TmRC material properties match NAC, standard requirements, and reported values closely. URC and TRC chloride-ion penetrations are around 3.51- and 2.42-times greater than TmRC. Among these concretes, only TmRC meets corrosion protection requirements like NAC. The abrasion resistance of TmRC is observed 52.03% greater than URC and 43.07% greater than that of TRC. TmRC has substantially lower sorptivity compared to URC and TRC and is close to NAC. TmRC has around 32.65% and 16.67% less weight loss in drying than URC and TRC, respectively. URC and TRC have around 1.99- and 1.82-times less abrasion resistance than TmRC. An optimal reduced adhered-mortar volume, the minimized porosity and microcracks, dense and uniform surface texture, strengthened interfacial transition zones leads the performance of TmRA superior to URA and TRA, and close to or superior to parent aggregates.

Abstract Image

通过综合热机械处理工艺开发的再生混凝土骨料的性能
本研究确定了未经处理的再生混凝土集料(URA)、热处理再生混凝土集料(TRA)和通过综合热机械处理工艺(TmRA)开发的再生混凝土集料在混凝土中的相对性能。本研究成功开发了一种由 100% 再生骨料(RCA)和波特兰毛细管水泥组成的混凝土。据观察,TmRC 的抗压强度、劈裂拉伸强度、抗折强度、断裂能和弹性模量分别比 URC 高 18.62%、8.20%、40.72%、24.18% 和 54.99%,比 TRC 高 7.54%、28.57%、29.78%、24.12% 和 34.35%。这些混凝土的劈裂拉伸强度、抗弯强度、断裂能和弹性模量与其抗压强度密切相关。TmRC 材料特性与 NAC、标准要求和报告值非常吻合。URC 和 TRC 的氯离子渗透率分别是 TmRC 的 3.51 倍和 2.42 倍。在这些混凝土中,只有 TmRC 符合 NAC 的防腐蚀要求。据观察,TmRC 的耐磨性比 URC 高 52.03%,比 TRC 高 43.07%。与 URC 和 TRC 相比,TmRC 的吸水率大大降低,接近 NAC。与 URC 和 TRC 相比,TmRC 在干燥过程中的重量损失分别减少了约 32.65% 和 16.67%。URC 和 TRC 的耐磨性分别是 TmRC 的 1.99 倍和 1.82 倍。由于最佳地减少了附着砂浆量、最大限度地减少了孔隙率和微裂缝、致密均匀的表面纹理、强化了界面过渡区,因此 TmRA 的性能优于 URA 和 TRA,接近或优于母体集料。
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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