Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments

In this paper, the preparation method and reasonable mix ratio of non-calcination brick with rock powder, cement, lime and fly ash ceramsite (FAC) as the raw materials were experimentally evaluated. To better understand the effects of each component on the performance of non-calcination rock powder...

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Autores principales: Jie Fan, Zhongkun Wang, Gengying Li
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:805fdafc83d5496d837de78fd9afc33b2021-11-11T15:18:47ZPreparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments10.3390/app1121102742076-3417https://doaj.org/article/805fdafc83d5496d837de78fd9afc33b2021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10274https://doaj.org/toc/2076-3417In this paper, the preparation method and reasonable mix ratio of non-calcination brick with rock powder, cement, lime and fly ash ceramsite (FAC) as the raw materials were experimentally evaluated. To better understand the effects of each component on the performance of non-calcination rock powder brick (NCRPB), an orthogonal experimental design was conducted with the water–cement ratio (W/C), rock powder–cement ratio (R/C), lime content (w<sub>l</sub>) and FAC content (w<sub>f</sub>) as the main factors, which involved four factors and three factor levels. According to the orthogonal experimental design, the compressive strength, water resistance and bulk density of nine groups of NCRPB specimens were tested. The results show that R/C was the most important factor affecting the compressive strength and water resistance, while the FAC content influenced the bulk density of NCRPB greatly. In this study, the reasonable mix of W/C, R/C, w<sub>l</sub>, and w<sub>f</sub> in weight was 0.6, 3.0, 30% and 21%, respectively. In addition, the microstructure and strength formation mechanism of NCRPB were analyzed by using SEM and XRD. The test results show that the rock powder having pozzolanic activity could react with the additional Ca(OH)<sub>2</sub> to produce hydration products, leading to the improvement of the performance of NCRPB.Jie FanZhongkun WangGengying LiMDPI AGarticlenon-calcination rock powder brickorthogonal experimental designcompressive strengthwater resistancemicrostructureTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10274, p 10274 (2021)
institution DOAJ
collection DOAJ
language EN
topic non-calcination rock powder brick
orthogonal experimental design
compressive strength
water resistance
microstructure
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle non-calcination rock powder brick
orthogonal experimental design
compressive strength
water resistance
microstructure
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Jie Fan
Zhongkun Wang
Gengying Li
Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
description In this paper, the preparation method and reasonable mix ratio of non-calcination brick with rock powder, cement, lime and fly ash ceramsite (FAC) as the raw materials were experimentally evaluated. To better understand the effects of each component on the performance of non-calcination rock powder brick (NCRPB), an orthogonal experimental design was conducted with the water–cement ratio (W/C), rock powder–cement ratio (R/C), lime content (w<sub>l</sub>) and FAC content (w<sub>f</sub>) as the main factors, which involved four factors and three factor levels. According to the orthogonal experimental design, the compressive strength, water resistance and bulk density of nine groups of NCRPB specimens were tested. The results show that R/C was the most important factor affecting the compressive strength and water resistance, while the FAC content influenced the bulk density of NCRPB greatly. In this study, the reasonable mix of W/C, R/C, w<sub>l</sub>, and w<sub>f</sub> in weight was 0.6, 3.0, 30% and 21%, respectively. In addition, the microstructure and strength formation mechanism of NCRPB were analyzed by using SEM and XRD. The test results show that the rock powder having pozzolanic activity could react with the additional Ca(OH)<sub>2</sub> to produce hydration products, leading to the improvement of the performance of NCRPB.
format article
author Jie Fan
Zhongkun Wang
Gengying Li
author_facet Jie Fan
Zhongkun Wang
Gengying Li
author_sort Jie Fan
title Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
title_short Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
title_full Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
title_fullStr Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
title_full_unstemmed Preparation, Properties and Microstructure of Non-Calcination Rock Powder Brick with Orthogonal Experiments
title_sort preparation, properties and microstructure of non-calcination rock powder brick with orthogonal experiments
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/805fdafc83d5496d837de78fd9afc33b
work_keys_str_mv AT jiefan preparationpropertiesandmicrostructureofnoncalcinationrockpowderbrickwithorthogonalexperiments
AT zhongkunwang preparationpropertiesandmicrostructureofnoncalcinationrockpowderbrickwithorthogonalexperiments
AT gengyingli preparationpropertiesandmicrostructureofnoncalcinationrockpowderbrickwithorthogonalexperiments
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