Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete

Coral concrete has low cost and convenient materials, making it an excellent raw material for processing. However, its lower strength limits the application of coral concrete. Surface modification is expected to increase the properties of porous coral concrete. In this study, single and compound mod...

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Autores principales: Jinming Liu, Boyu Ju, Wei Xie, Ting Zhou, Haiying Xiao, Shanliang Dong, Wenshu Yang
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:223693aa8efc424ea1c806e0d5919dc02021-11-25T18:13:32ZEvaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete10.3390/ma142267841996-1944https://doaj.org/article/223693aa8efc424ea1c806e0d5919dc02021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/6784https://doaj.org/toc/1996-1944Coral concrete has low cost and convenient materials, making it an excellent raw material for processing. However, its lower strength limits the application of coral concrete. Surface modification is expected to increase the properties of porous coral concrete. In this study, single and compound modification treatments were applied to the surface of a coral aggregate to improve its properties for promoting the mechanical performance of coral concrete. The results showed that the micro-aggregate effect and pozzolanic activity of granulated blast furnace slag (GBFS) and the permeability and polycondensation of sodium silicate (SS) could be mutually promoted. The GBFS and SS could effectively fill the pores of the coral aggregate, enhancing the properties of the aggregate, such as density and load-bearing capacity, and reducing the water absorption and crushing index by more than 50%. GBFS and SS could intensify and accelerate the hydration of cement, and generate a large number of hard hydration products at the interfacial transition zone (ITZ), which could strengthen the bonding between the aggregate and mortar, improving the strength of the ITZ. The compressive strength of the coral concrete was significantly increased.Jinming LiuBoyu JuWei XieTing ZhouHaiying XiaoShanliang DongWenshu YangMDPI AGarticlecoralcoral concretesurface treatmentgranulated blast furnace slagsodium silicateTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6784, p 6784 (2021)
institution DOAJ
collection DOAJ
language EN
topic coral
coral concrete
surface treatment
granulated blast furnace slag
sodium silicate
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle coral
coral concrete
surface treatment
granulated blast furnace slag
sodium silicate
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Jinming Liu
Boyu Ju
Wei Xie
Ting Zhou
Haiying Xiao
Shanliang Dong
Wenshu Yang
Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
description Coral concrete has low cost and convenient materials, making it an excellent raw material for processing. However, its lower strength limits the application of coral concrete. Surface modification is expected to increase the properties of porous coral concrete. In this study, single and compound modification treatments were applied to the surface of a coral aggregate to improve its properties for promoting the mechanical performance of coral concrete. The results showed that the micro-aggregate effect and pozzolanic activity of granulated blast furnace slag (GBFS) and the permeability and polycondensation of sodium silicate (SS) could be mutually promoted. The GBFS and SS could effectively fill the pores of the coral aggregate, enhancing the properties of the aggregate, such as density and load-bearing capacity, and reducing the water absorption and crushing index by more than 50%. GBFS and SS could intensify and accelerate the hydration of cement, and generate a large number of hard hydration products at the interfacial transition zone (ITZ), which could strengthen the bonding between the aggregate and mortar, improving the strength of the ITZ. The compressive strength of the coral concrete was significantly increased.
format article
author Jinming Liu
Boyu Ju
Wei Xie
Ting Zhou
Haiying Xiao
Shanliang Dong
Wenshu Yang
author_facet Jinming Liu
Boyu Ju
Wei Xie
Ting Zhou
Haiying Xiao
Shanliang Dong
Wenshu Yang
author_sort Jinming Liu
title Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
title_short Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
title_full Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
title_fullStr Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
title_full_unstemmed Evaluation of the Effects of Surface Treatment Methods on the Properties of Coral Aggregate and Concrete
title_sort evaluation of the effects of surface treatment methods on the properties of coral aggregate and concrete
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/223693aa8efc424ea1c806e0d5919dc0
work_keys_str_mv AT jinmingliu evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT boyuju evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT weixie evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT tingzhou evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT haiyingxiao evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT shanliangdong evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
AT wenshuyang evaluationoftheeffectsofsurfacetreatmentmethodsonthepropertiesofcoralaggregateandconcrete
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