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Experimental Study on Strength Enhancement of Expansive Grout
Adding an expansive agent to ordinary grout can cause an expansion in volume, but also reduces its strength. In order to improve the strength of expansive grout, quartz sand is used as the strength enhancement additive. In this study, the expansion behavior and mechanical properties of the expansive...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8837003/ https://www.ncbi.nlm.nih.gov/pubmed/35160828 http://dx.doi.org/10.3390/ma15030885 |
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author | Wang, Di Ye, Yicheng Yao, Nan Liu, Yiming Deng, Xingmin |
author_facet | Wang, Di Ye, Yicheng Yao, Nan Liu, Yiming Deng, Xingmin |
author_sort | Wang, Di |
collection | PubMed |
description | Adding an expansive agent to ordinary grout can cause an expansion in volume, but also reduces its strength. In order to improve the strength of expansive grout, quartz sand is used as the strength enhancement additive. In this study, the expansion behavior and mechanical properties of the expansive grout with quartz sand are explored, through expansion development monitoring, uniaxial compression strength (UCS), acoustic emission (AE), SEM and XRD test methods. The results showed that: (1) The final expansion ratio and expansion development of the samples are related to the use of an expansive agent, but not affected by quartz sand. With the increase in expansion agent content, the average expansion ratios of the samples are 0.03%, 0.16%, 0.67%, 1.06% and 1.48%; (2) The UCS of the samples decreases with the increase in expansive agent content but increases with the increase in quartz sand content. Compared with no quartz sand, and with the increase in quartz sand content, the average strength of the samples increased by 10.51%, 29.88%, and 37.92%; (3) Quartz sand does not effectively participate in the hydration reaction, but it can effectively enhance the strength of the expansive grout without affecting its volume expansion, which makes it an ideal expansive grout strength enhancement additive. |
format | Online Article Text |
id | pubmed-8837003 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-88370032022-02-12 Experimental Study on Strength Enhancement of Expansive Grout Wang, Di Ye, Yicheng Yao, Nan Liu, Yiming Deng, Xingmin Materials (Basel) Article Adding an expansive agent to ordinary grout can cause an expansion in volume, but also reduces its strength. In order to improve the strength of expansive grout, quartz sand is used as the strength enhancement additive. In this study, the expansion behavior and mechanical properties of the expansive grout with quartz sand are explored, through expansion development monitoring, uniaxial compression strength (UCS), acoustic emission (AE), SEM and XRD test methods. The results showed that: (1) The final expansion ratio and expansion development of the samples are related to the use of an expansive agent, but not affected by quartz sand. With the increase in expansion agent content, the average expansion ratios of the samples are 0.03%, 0.16%, 0.67%, 1.06% and 1.48%; (2) The UCS of the samples decreases with the increase in expansive agent content but increases with the increase in quartz sand content. Compared with no quartz sand, and with the increase in quartz sand content, the average strength of the samples increased by 10.51%, 29.88%, and 37.92%; (3) Quartz sand does not effectively participate in the hydration reaction, but it can effectively enhance the strength of the expansive grout without affecting its volume expansion, which makes it an ideal expansive grout strength enhancement additive. MDPI 2022-01-24 /pmc/articles/PMC8837003/ /pubmed/35160828 http://dx.doi.org/10.3390/ma15030885 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Wang, Di Ye, Yicheng Yao, Nan Liu, Yiming Deng, Xingmin Experimental Study on Strength Enhancement of Expansive Grout |
title | Experimental Study on Strength Enhancement of Expansive Grout |
title_full | Experimental Study on Strength Enhancement of Expansive Grout |
title_fullStr | Experimental Study on Strength Enhancement of Expansive Grout |
title_full_unstemmed | Experimental Study on Strength Enhancement of Expansive Grout |
title_short | Experimental Study on Strength Enhancement of Expansive Grout |
title_sort | experimental study on strength enhancement of expansive grout |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8837003/ https://www.ncbi.nlm.nih.gov/pubmed/35160828 http://dx.doi.org/10.3390/ma15030885 |
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