Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar
This work evaluated the effect of multiwalled carboxyl carbon nanotube (CNT-COOH), upon cement mortar. In order to obtain a homogeneous suspension, the CNT-COOH was dispersed in distilled water, and it then underwent an ultrasonication treatment. Samples of cement mortar were prepared with varying t...
Saved in:
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/3345279 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832558394384318464 |
---|---|
author | Xiaofan Wang Yao Shi Xueyang Pei Lipeng Cui Hua Zhu |
author_facet | Xiaofan Wang Yao Shi Xueyang Pei Lipeng Cui Hua Zhu |
author_sort | Xiaofan Wang |
collection | DOAJ |
description | This work evaluated the effect of multiwalled carboxyl carbon nanotube (CNT-COOH), upon cement mortar. In order to obtain a homogeneous suspension, the CNT-COOH was dispersed in distilled water, and it then underwent an ultrasonication treatment. Samples of cement mortar were prepared with varying the additions of this suspension at 0.01%, 0.05%, and 0.10% by weight of the cement. These samples were tested in compression and for chloride migration in terms of diffusion coefficient. An increase in the CNT-COOH content led to an increase in the compressive strength. While there was an increase in the chloride diffusion coefficient up to 0.05% weight fraction, higher dosage led to a drop in the chloride diffusion coefficient with a further increase in the compressive strength. Using mercury intrusion porosimetry (MIP), it is shown that at a weight fraction of 0.10%, CNT-COOH effects a pore-size refinement by eliminating macropores (≥50 nm) and a 34% reduction in porosity. The (scanning electron microscopy) SEM and (X-ray diffraction) XRD analyses confirm that CNT-COOH leads to mature hydration products, nucleation effect, and a refined microstructure. |
format | Article |
id | doaj-art-7de204e869d04dad948e95e083e9d2c1 |
institution | Kabale University |
issn | 1687-8442 |
language | English |
publishDate | 2022-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-7de204e869d04dad948e95e083e9d2c12025-02-03T01:32:34ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/3345279Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement MortarXiaofan Wang0Yao Shi1Xueyang Pei2Lipeng Cui3Hua Zhu4College of Civil EngineeringCCCC Second Harbour Engineering Company Design & Research Institute Co. LtdCollege of Civil EngineeringThe First Project of the China Railway Construction Group LimitedCollege of Civil EngineeringThis work evaluated the effect of multiwalled carboxyl carbon nanotube (CNT-COOH), upon cement mortar. In order to obtain a homogeneous suspension, the CNT-COOH was dispersed in distilled water, and it then underwent an ultrasonication treatment. Samples of cement mortar were prepared with varying the additions of this suspension at 0.01%, 0.05%, and 0.10% by weight of the cement. These samples were tested in compression and for chloride migration in terms of diffusion coefficient. An increase in the CNT-COOH content led to an increase in the compressive strength. While there was an increase in the chloride diffusion coefficient up to 0.05% weight fraction, higher dosage led to a drop in the chloride diffusion coefficient with a further increase in the compressive strength. Using mercury intrusion porosimetry (MIP), it is shown that at a weight fraction of 0.10%, CNT-COOH effects a pore-size refinement by eliminating macropores (≥50 nm) and a 34% reduction in porosity. The (scanning electron microscopy) SEM and (X-ray diffraction) XRD analyses confirm that CNT-COOH leads to mature hydration products, nucleation effect, and a refined microstructure.http://dx.doi.org/10.1155/2022/3345279 |
spellingShingle | Xiaofan Wang Yao Shi Xueyang Pei Lipeng Cui Hua Zhu Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar Advances in Materials Science and Engineering |
title | Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar |
title_full | Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar |
title_fullStr | Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar |
title_full_unstemmed | Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar |
title_short | Effect of CNT-COOH Addition on the Compressive Strength, Chloride Resistance, and Microstructure of Cement Mortar |
title_sort | effect of cnt cooh addition on the compressive strength chloride resistance and microstructure of cement mortar |
url | http://dx.doi.org/10.1155/2022/3345279 |
work_keys_str_mv | AT xiaofanwang effectofcntcoohadditiononthecompressivestrengthchlorideresistanceandmicrostructureofcementmortar AT yaoshi effectofcntcoohadditiononthecompressivestrengthchlorideresistanceandmicrostructureofcementmortar AT xueyangpei effectofcntcoohadditiononthecompressivestrengthchlorideresistanceandmicrostructureofcementmortar AT lipengcui effectofcntcoohadditiononthecompressivestrengthchlorideresistanceandmicrostructureofcementmortar AT huazhu effectofcntcoohadditiononthecompressivestrengthchlorideresistanceandmicrostructureofcementmortar |