The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete

Properties of recycled aggregate concrete (RAC) are influenced by the composition and particle size distribution of recycled coarse aggregate (RCA). The study herein designed seven distinct groups of RACs with varying aggregate fractal dimensions (<b><i>D</i></b>) and one gro...

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Main Authors: Chang-Qing Quan, Chu-Jie Jiao, Wei-Zhi Chen, Zhi-Cheng Xue, Rui Liang, Xue-Fei Chen
Format: Article
Language:English
Published: MDPI AG 2023-08-01
Series:Fractal and Fractional
Subjects:
Online Access:https://www.mdpi.com/2504-3110/7/9/663
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author Chang-Qing Quan
Chu-Jie Jiao
Wei-Zhi Chen
Zhi-Cheng Xue
Rui Liang
Xue-Fei Chen
author_facet Chang-Qing Quan
Chu-Jie Jiao
Wei-Zhi Chen
Zhi-Cheng Xue
Rui Liang
Xue-Fei Chen
author_sort Chang-Qing Quan
collection DOAJ
description Properties of recycled aggregate concrete (RAC) are influenced by the composition and particle size distribution of recycled coarse aggregate (RCA). The study herein designed seven distinct groups of RACs with varying aggregate fractal dimensions (<b><i>D</i></b>) and one group of natural concrete (NAC). The impact of <b><i>D</i></b> on the workability, compressive strength, resistance to chloride ion penetration, and carbonation resistance of RAC was measured. It was found that an increase in the D value led to a decrease in the slump and slump flow, with the compressive strength and chloride ion penetration increasing and then decreasing, and carbonation gradually declined. The optimal fractal dimension was thereby determined to be 2.547 by a strength model accommodating two parameters of <b><i>D</i></b> and the curing age. Additionally, the mass percentage of each particle size for the corresponding gradation was presented. The compressive strength and chloride permeation resistance of RAC (<b><i>D</i></b> = 1.0) relative to RAC (<b><i>D</i></b> = 2.5) was increased by 16.7% and 13.3%, respectively. Furthermore, the carbonation depth of RAC (<b><i>D</i></b> = 2.5) was comparable to that of NAC. Additionally, the carbonation resistance of RAC was influenced by both the size distribution and the degree of natural carbonation of RCA, resulting in four distinct features relative to NAC. It is thereby feasible to enhance RAC performance through the manipulation of RCA’s fractal dimensions.
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spelling doaj.art-237f05ac683b4d099e29047e8d8b07242023-11-19T10:48:28ZengMDPI AGFractal and Fractional2504-31102023-08-017966310.3390/fractalfract7090663The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled ConcreteChang-Qing Quan0Chu-Jie Jiao1Wei-Zhi Chen2Zhi-Cheng Xue3Rui Liang4Xue-Fei Chen5School of Civil Engineering, Guangzhou University, Guangzhou 510006, ChinaSchool of Civil Engineering, Guangzhou University, Guangzhou 510006, ChinaSchool of Civil Engineering, Guangzhou University, Guangzhou 510006, ChinaArchitecture and Civil Engineering Institute, Guangdong University of Petrochemical Technology, Maoming 525000, ChinaZhuhai UM Science &Technology Research Institute, Zhuhai 519031, ChinaSchool of Civil Engineering, Guangzhou University, Guangzhou 510006, ChinaProperties of recycled aggregate concrete (RAC) are influenced by the composition and particle size distribution of recycled coarse aggregate (RCA). The study herein designed seven distinct groups of RACs with varying aggregate fractal dimensions (<b><i>D</i></b>) and one group of natural concrete (NAC). The impact of <b><i>D</i></b> on the workability, compressive strength, resistance to chloride ion penetration, and carbonation resistance of RAC was measured. It was found that an increase in the D value led to a decrease in the slump and slump flow, with the compressive strength and chloride ion penetration increasing and then decreasing, and carbonation gradually declined. The optimal fractal dimension was thereby determined to be 2.547 by a strength model accommodating two parameters of <b><i>D</i></b> and the curing age. Additionally, the mass percentage of each particle size for the corresponding gradation was presented. The compressive strength and chloride permeation resistance of RAC (<b><i>D</i></b> = 1.0) relative to RAC (<b><i>D</i></b> = 2.5) was increased by 16.7% and 13.3%, respectively. Furthermore, the carbonation depth of RAC (<b><i>D</i></b> = 2.5) was comparable to that of NAC. Additionally, the carbonation resistance of RAC was influenced by both the size distribution and the degree of natural carbonation of RCA, resulting in four distinct features relative to NAC. It is thereby feasible to enhance RAC performance through the manipulation of RCA’s fractal dimensions.https://www.mdpi.com/2504-3110/7/9/663aggregate fractal gradationrecycled aggregatecompressive strengthchloride ion permeabilitycarbonation resistance
spellingShingle Chang-Qing Quan
Chu-Jie Jiao
Wei-Zhi Chen
Zhi-Cheng Xue
Rui Liang
Xue-Fei Chen
The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
Fractal and Fractional
aggregate fractal gradation
recycled aggregate
compressive strength
chloride ion permeability
carbonation resistance
title The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
title_full The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
title_fullStr The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
title_full_unstemmed The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
title_short The Impact of Fractal Gradation of Aggregate on the Mechanical and Durable Characteristics of Recycled Concrete
title_sort impact of fractal gradation of aggregate on the mechanical and durable characteristics of recycled concrete
topic aggregate fractal gradation
recycled aggregate
compressive strength
chloride ion permeability
carbonation resistance
url https://www.mdpi.com/2504-3110/7/9/663
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