Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete

Two kinds of layered double hydroxides (LDHs), MgAl-NO2 (N-LDH) and MgAl-CO3 (C-LDH), were incorporated to study the durability of mortar and concrete. The LDH contents of mortar were 1%, 2%, and 4% by mass and the LDH contents of concrete were 0.5%, 1%, 2%, 4%, respectively. The effect of LDHs on s...

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Main Authors: Zhanguo Li, Huan Du, Zigeng Wang, Caiyun Jin, Yue Li
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/5582150
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spelling doaj-439efc5b5fa94b1fbe9b5846f325b66a2021-06-07T02:14:05ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84422021-01-01202110.1155/2021/5582150Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and ConcreteZhanguo Li0Huan Du1Zigeng Wang2Caiyun Jin3Yue Li4Key Laboratory of Urban Security and Disaster Engineering of Ministry of EducationKey Laboratory of Urban Security and Disaster Engineering of Ministry of EducationKey Laboratory of Urban Security and Disaster Engineering of Ministry of EducationCollege of Applied SciencesKey Laboratory of Urban Security and Disaster Engineering of Ministry of EducationTwo kinds of layered double hydroxides (LDHs), MgAl-NO2 (N-LDH) and MgAl-CO3 (C-LDH), were incorporated to study the durability of mortar and concrete. The LDH contents of mortar were 1%, 2%, and 4% by mass and the LDH contents of concrete were 0.5%, 1%, 2%, 4%, respectively. The effect of LDHs on sulfate resistance of mortar was studied through dry-wetting cycle test, compressive strength test, and flexural strength test. In addition, the effects of LDHs on pore structure, chloride resistance, carbonation resistance, shrinkage, and creep of concrete were investigated by SEM, mercury injection test, XRD, chloride ion diffusion coefficient test, chloride salt corrosion depth test, carbonation depth test, shrinkage test, and creep test. The results showed that LDHs can improve the ability of resisting ion corrosion, carbonization, shrinkage, and creep, reduce the pore content, and optimize the pore structure of mortar and concrete to some extent. Moreover, 4% LDHs had a better effect on improving the durability of mortar and concrete compared to 0.5%, 1%, and 2% LDHs, and the effect of C-LDH was better than N-LDH.http://dx.doi.org/10.1155/2021/5582150
collection DOAJ
language English
format Article
sources DOAJ
author Zhanguo Li
Huan Du
Zigeng Wang
Caiyun Jin
Yue Li
spellingShingle Zhanguo Li
Huan Du
Zigeng Wang
Caiyun Jin
Yue Li
Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
Advances in Materials Science and Engineering
author_facet Zhanguo Li
Huan Du
Zigeng Wang
Caiyun Jin
Yue Li
author_sort Zhanguo Li
title Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
title_short Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
title_full Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
title_fullStr Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
title_full_unstemmed Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
title_sort experimental investigation of mgal-no2 and mgal-co3 ldhs on durability of mortar and concrete
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8442
publishDate 2021-01-01
description Two kinds of layered double hydroxides (LDHs), MgAl-NO2 (N-LDH) and MgAl-CO3 (C-LDH), were incorporated to study the durability of mortar and concrete. The LDH contents of mortar were 1%, 2%, and 4% by mass and the LDH contents of concrete were 0.5%, 1%, 2%, 4%, respectively. The effect of LDHs on sulfate resistance of mortar was studied through dry-wetting cycle test, compressive strength test, and flexural strength test. In addition, the effects of LDHs on pore structure, chloride resistance, carbonation resistance, shrinkage, and creep of concrete were investigated by SEM, mercury injection test, XRD, chloride ion diffusion coefficient test, chloride salt corrosion depth test, carbonation depth test, shrinkage test, and creep test. The results showed that LDHs can improve the ability of resisting ion corrosion, carbonization, shrinkage, and creep, reduce the pore content, and optimize the pore structure of mortar and concrete to some extent. Moreover, 4% LDHs had a better effect on improving the durability of mortar and concrete compared to 0.5%, 1%, and 2% LDHs, and the effect of C-LDH was better than N-LDH.
url http://dx.doi.org/10.1155/2021/5582150
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