Investigation of using the ceramic polishing brick powder in engineered cementitious composites

Xiong, Yan; Xu, Guozhong; Wu, Di; Fang, Shuai; Tang, Yingfeng

doi:10.1016/j.jobe.2021.102489

Cited by 13 publications

(9 citation statements)

References 29 publications

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“…• Advanced engineered cementitious composite. In recent years, significant numbers of smart, green, and innovative materials or techniques, such as hollow glass microspheres (Aslani et al, 2021), ceramic polishing brick powder (Xiong et al, 2021), microbially induced calcium carbonate precipitation using Aerobic nonureolytic bacteria (Justo-Reinoso et al, 2021) have been utilized into ECC to enhance the material sustainability in the construction industry. However, studies on the effects of these materials on the strength and durability performances of the ECC subjected to elevated temperature are very new research and need to be conducted.…”

Section: Discussionmentioning

confidence: 99%

The Effect of Elevated Temperature on Engineered Cementitious Composite Microstructural Behavior: An Overview

Khazani¹,

Lian²,

Lee³

et al. 2022

JST

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This paper discusses the quantitative bibliographic data derived from scientific publications on Engineered Cementitious Composites (ECC) subjected to elevated temperature, the influence of elevated temperature on the mechanical properties, particularly the compressive strength and microstructure behavior of Engineered Cementitious Composites (ECC) mixtures based on the review of previous pieces of literature. Systematic literature reviews were employed as the methodology in this study. The age of related publications selected to be reviewed was limited to publications for the past ten years, 2010 to December 2020. It was found from available research that exposure of the ECC specimen at the elevated temperature starting from 200oC significantly reduced the compressive strength when the temperature increases, melting of fiber and increase of porosity causes the dramatically increase micro-cracks.

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Section: Discussionmentioning

confidence: 99%

The Effect of Elevated Temperature on Engineered Cementitious Composite Microstructural Behavior: An Overview

Khazani¹,

Lian²,

Lee³

et al. 2022

JST

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“…Under the standard curing, the replacement of fly ash by CPP increased the compressive strength of P1 specimens by 21%, which is benefited by the finer particles and higher pozzolanic activity of CPP. Previous studies have indicated that CPP can effectively reduce the porosity of matrix, thereby increasing the compressive strength (Tang, 2020;Li et al, 2021;Xiong et al, 2021). CPP also slightly improved the ultimate strain of ECC.…”

Section: Compressive Propertiesmentioning

confidence: 91%

Experimental Research on Compressive and Shrinkage Properties of ECC Containing Ceramic Wastes Under Different Curing Conditions

et al. 2021

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Engineered cementitious composites (ECCs) suffer from high shrinkage and low early strength due to large dosage of cementitious materials and slow hydration of fly ash. This study aims to improve compressive properties and reduce drying shrinkage of ECC using ceramic wastes and hydrothermal curing. Experimental results have indicated that ceramic polishing powder (CPP) and recycled ceramic sand (RCS) exert opposite effect on the compressive strength of ECC. Hydrothermal-cured ECC enhances elasticity modulus and compressive strength and reduces later drying shrinkage as compared with that under standard curing. A CPP dosage of 35% and a hydrothermal curing regime with a temperature of 70°C and age of 7 days are recommended for the engineering application of ECC.

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“…AlArab et al [35] studied the thermal characteristics of cement mortars prepared with cement replaced with CWP and blast furnace slag. Xiong et al [36] investigated the effect of ceramic waste and fly ash addition in the engineered cementitious composites.…”

Section: Introductionmentioning

confidence: 99%

Utilization of ceramic waste powder and rice husk ash as a partial replacement of cement in concrete

Nalli¹,

Vysyaraju²

2022

IOP Conf. Ser.: Earth Environ. Sci.

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Ceramic waste powder (CWP) and rice husk ash (RHA) are one of the highly produced waste materials from tiles industry and rice processing units respectively. Using these materials in concrete as a part replacement for cement offers several advantages like reducing the burden on landfills, reducing the construction cost by replacing costly cement and improvement in performance of concrete etc. due to their mineral composition. In the current study, an effort was made to partly replace the cement with CWP and RHA. Concrete design mix was carried out by using 0, 5, 10, 15 and 20% CWP and varied proportions of RHA were tried on the optimum CWP for cement replacement (0, 5, 10, 15, 20%). Tests were carried out on the fresh and hardened concrete specimens to study the mechanical properties of concrete. Analysis of the test results indicate that 15% CWP yielded best results and 10-15% RHA in combine proportion was found to be the optimum replacement of cement offering higher strength when assessed to the conventional concrete. Maximum compressive strength achieved at 15% CWP and 15% RHA whereas, the flexural strength and split tensile strength were attained at 15% CWP and 10% RHA dosage.

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Investigation of using the ceramic polishing brick powder in engineered cementitious composites

Cited by 13 publications

References 29 publications

The Effect of Elevated Temperature on Engineered Cementitious Composite Microstructural Behavior: An Overview

The Effect of Elevated Temperature on Engineered Cementitious Composite Microstructural Behavior: An Overview

Experimental Research on Compressive and Shrinkage Properties of ECC Containing Ceramic Wastes Under Different Curing Conditions

Utilization of ceramic waste powder and rice husk ash as a partial replacement of cement in concrete

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