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Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios

With the active development of offshore wind power worldwide, the development of a green and ecofriendly grouting material (GEGM) has garnered global attention. Such a material must also be developed in Taiwan. Therefore, in this study, a series of environmentally friendly recycled materials were mi...

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Autores principales: Juang, Chuen-Ul, Kuo, Wen-Ten
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9865630/
https://www.ncbi.nlm.nih.gov/pubmed/36676574
http://dx.doi.org/10.3390/ma16020837
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author Juang, Chuen-Ul
Kuo, Wen-Ten
author_facet Juang, Chuen-Ul
Kuo, Wen-Ten
author_sort Juang, Chuen-Ul
collection PubMed
description With the active development of offshore wind power worldwide, the development of a green and ecofriendly grouting material (GEGM) has garnered global attention. Such a material must also be developed in Taiwan. Therefore, in this study, a series of environmentally friendly recycled materials were mixed in different proportions to develop a GEGM which can be implemented in the future construction of offshore wind turbines. To evaluate the mechanical properties of the GEGM, low water-to-binder (W/B) ratios (i.e., 0.21, 0.27, and 0.35) were used; cement was replaced with fixed amounts (20%) of ground granulated blast-furnace slag and fly ash; 2%, 2.5%, and 3% superplasticizers (SPs) were added; and two levels of sand content (60% and 70%) were used. The setting time of the GEGM was used to evaluate its workability; its compressive strength and flexural strength were used to evaluate its mechanical properties; and its sulfate resistance, length changes, and four-terminal resistance were used to evaluate its durability. The relationship between the durability and drying shrinkage of the GEGM was subsequently evaluated, and the ratio of final to initial setting times (F/I value) was calculated to determine the effects of the amount of SP added on workability. The highest F/I value (7.7) was achieved when 2 wt.% modified lignin sulfonate (MLS) was added because of the high viscosity of MLS, which compromised the workability of the concrete. The optimal compressive strength (83.62 MPa) was achieved when a W/B ratio of 0.21 was used, when the sand content was 70%, and when a 2% polycarboxylate superplasticizer (PCE) was added, whereas the optimal flexural strength (20.86 MPa) was achieved when 2.5% PCE was added. According to the nondestructive test results and the R2 value (>0.7) obtained from regression analyses of mechanical properties, the study results are reliable and may serve as a reference for future construction projects.
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spelling pubmed-98656302023-01-22 Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios Juang, Chuen-Ul Kuo, Wen-Ten Materials (Basel) Article With the active development of offshore wind power worldwide, the development of a green and ecofriendly grouting material (GEGM) has garnered global attention. Such a material must also be developed in Taiwan. Therefore, in this study, a series of environmentally friendly recycled materials were mixed in different proportions to develop a GEGM which can be implemented in the future construction of offshore wind turbines. To evaluate the mechanical properties of the GEGM, low water-to-binder (W/B) ratios (i.e., 0.21, 0.27, and 0.35) were used; cement was replaced with fixed amounts (20%) of ground granulated blast-furnace slag and fly ash; 2%, 2.5%, and 3% superplasticizers (SPs) were added; and two levels of sand content (60% and 70%) were used. The setting time of the GEGM was used to evaluate its workability; its compressive strength and flexural strength were used to evaluate its mechanical properties; and its sulfate resistance, length changes, and four-terminal resistance were used to evaluate its durability. The relationship between the durability and drying shrinkage of the GEGM was subsequently evaluated, and the ratio of final to initial setting times (F/I value) was calculated to determine the effects of the amount of SP added on workability. The highest F/I value (7.7) was achieved when 2 wt.% modified lignin sulfonate (MLS) was added because of the high viscosity of MLS, which compromised the workability of the concrete. The optimal compressive strength (83.62 MPa) was achieved when a W/B ratio of 0.21 was used, when the sand content was 70%, and when a 2% polycarboxylate superplasticizer (PCE) was added, whereas the optimal flexural strength (20.86 MPa) was achieved when 2.5% PCE was added. According to the nondestructive test results and the R2 value (>0.7) obtained from regression analyses of mechanical properties, the study results are reliable and may serve as a reference for future construction projects. MDPI 2023-01-15 /pmc/articles/PMC9865630/ /pubmed/36676574 http://dx.doi.org/10.3390/ma16020837 Text en © 2023 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
Juang, Chuen-Ul
Kuo, Wen-Ten
Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title_full Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title_fullStr Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title_full_unstemmed Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title_short Engineering Properties of Green and Ecofriendly Grouting Materials with Different Sand Filling Ratios
title_sort engineering properties of green and ecofriendly grouting materials with different sand filling ratios
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9865630/
https://www.ncbi.nlm.nih.gov/pubmed/36676574
http://dx.doi.org/10.3390/ma16020837
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