Innovative approaches to enhancing crack repair: Performance optimization of biopolymer-infused CXT
Biopolymer-modified cementitious repair material (CXT) is a composite material designed to enhance the properties of traditional cementitious materials through the incorporation of biopolymers. CXT is formed by blending cement (C) with biopolymers such as xanthan gum (XG) and additives like tartaric...
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Published in | High temperature materials and processes Vol. 43; no. 1; pp. pp. 7 - 10 |
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Main Authors | , |
Format | Journal Article |
Language | English |
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Berlin
De Gruyter
01.01.2024
Walter de Gruyter GmbH |
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ISSN | 2191-0324 0334-6455 2191-0324 |
DOI | 10.1515/htmp-2024-0046 |
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Abstract | Biopolymer-modified cementitious repair material (CXT) is a composite material designed to enhance the properties of traditional cementitious materials through the incorporation of biopolymers. CXT is formed by blending cement (C) with biopolymers such as xanthan gum (XG) and additives like tartaric acid (TA), which improve the material’s performance characteristics. This study investigates the effects of varying dosages of XG, TA contents, and curing durations on the performance characteristics of CXT. We evaluated key performance indicators, including the flowability, workability, setting time, compressive strength, and shrinkage. The optimal formulation XG 1:2 TA0.6 achieved a maximum compressive strength of 25 N·mm
² and a flexural strength of 9.4 N·mm
², with negligible shrinkage. The results showed rapid early strength development, with the material reaching over 77% of its final compressive strength within the first 14 days. These findings highlight the potential of CXT for crack-repair applications, offering improved workability, accelerated setting times, and reduced environmental impact compared to traditional repair materials. This study provides valuable insights for optimizing the formulation of CXT for enhanced performance in real-world applications. |
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AbstractList | Biopolymer-modified cementitious repair material (CXT) is a composite material designed to enhance the properties of traditional cementitious materials through the incorporation of biopolymers. CXT is formed by blending cement (C) with biopolymers such as xanthan gum (XG) and additives like tartaric acid (TA), which improve the material’s performance characteristics. This study investigates the effects of varying dosages of XG, TA contents, and curing durations on the performance characteristics of CXT. We evaluated key performance indicators, including the flowability, workability, setting time, compressive strength, and shrinkage. The optimal formulation XG 1:2 TA0.6 achieved a maximum compressive strength of 25 N·mm−² and a flexural strength of 9.4 N·mm−², with negligible shrinkage. The results showed rapid early strength development, with the material reaching over 77% of its final compressive strength within the first 14 days. These findings highlight the potential of CXT for crack-repair applications, offering improved workability, accelerated setting times, and reduced environmental impact compared to traditional repair materials. This study provides valuable insights for optimizing the formulation of CXT for enhanced performance in real-world applications. Biopolymer-modified cementitious repair material (CXT) is a composite material designed to enhance the properties of traditional cementitious materials through the incorporation of biopolymers. CXT is formed by blending cement (C) with biopolymers such as xanthan gum (XG) and additives like tartaric acid (TA), which improve the material’s performance characteristics. This study investigates the effects of varying dosages of XG, TA contents, and curing durations on the performance characteristics of CXT. We evaluated key performance indicators, including the flowability, workability, setting time, compressive strength, and shrinkage. The optimal formulation XG 1:2 TA0.6 achieved a maximum compressive strength of 25 N·mm ² and a flexural strength of 9.4 N·mm ², with negligible shrinkage. The results showed rapid early strength development, with the material reaching over 77% of its final compressive strength within the first 14 days. These findings highlight the potential of CXT for crack-repair applications, offering improved workability, accelerated setting times, and reduced environmental impact compared to traditional repair materials. This study provides valuable insights for optimizing the formulation of CXT for enhanced performance in real-world applications. Biopolymer-modified cementitious repair material (CXT) is a composite material designed to enhance the properties of traditional cementitious materials through the incorporation of biopolymers. CXT is formed by blending cement (C) with biopolymers such as xanthan gum (XG) and additives like tartaric acid (TA), which improve the material’s performance characteristics. This study investigates the effects of varying dosages of XG, TA contents, and curing durations on the performance characteristics of CXT. We evaluated key performance indicators, including the flowability, workability, setting time, compressive strength, and shrinkage. The optimal formulation XG 1:2 TA0.6 achieved a maximum compressive strength of 25 N·mm − ² and a flexural strength of 9.4 N·mm − ², with negligible shrinkage. The results showed rapid early strength development, with the material reaching over 77% of its final compressive strength within the first 14 days. These findings highlight the potential of CXT for crack-repair applications, offering improved workability, accelerated setting times, and reduced environmental impact compared to traditional repair materials. This study provides valuable insights for optimizing the formulation of CXT for enhanced performance in real-world applications. |
Author | Asvitha Valli, Sankaranarayanan Ravi Kumar, Muthuswamy Saraswathi |
Author_xml | – sequence: 1 givenname: Sankaranarayanan surname: Asvitha Valli fullname: Asvitha Valli, Sankaranarayanan email: spsasvitha@gmail.com organization: Department of Civil Engineering, Noorul Islam Centre for Higher Education, Kanyakumari, Tamil Nadu 629180, India – sequence: 2 givenname: Muthuswamy Saraswathi surname: Ravi Kumar fullname: Ravi Kumar, Muthuswamy Saraswathi email: ravikumar_ms@yahoo.com organization: Department of Civil Engineering, PSN Engineering College, Tirunelveli, Tamil Nadu 627152, India |
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Cites_doi | 10.1007/978-3-031-33187-9_78 10.3390/su13063217 10.1016/j.cemconcomp.2022.104766 10.3390/buildings13030765 10.1016/j.jobe.2021.103965 10.1016/B978-0-08-100214-8.00002-6 10.1016/j.conbuildmat.2018.10.131 10.1155/2022/4932183 10.54729/2706-784X.1099 10.1016/j.jobe.2022.105211 10.2139/ssrn.4130793 10.1007/s11831-018-9263-6 10.3390/ma16093576 10.1002/admi.201800074 10.32628/IJSRSET2183194 10.1016/j.cemconres.2009.07.004 10.1016/B978-0-12-819661-8.00012-3 10.1007/s43939-023-00052-8 10.1088/1757-899X/1273/1/012006 |
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SubjectTerms | biopolymer repair material Biopolymers Composite materials Compressive strength crack sealing Flexural strength Optimization Performance characteristics Performance enhancement Performance evaluation sustainable construction materials Tartaric acid Workability Xanthan xanthan gum |
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Title | Innovative approaches to enhancing crack repair: Performance optimization of biopolymer-infused CXT |
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