Enhancement behaviours of carbon nanotubes reinforced cement based grouting materials under dynamic loading

Carbon nanotubes (CNTs) reinforced cement based grouting material is an important part of green manufacturing industry. Our previous research showed that this material can effectively enhance the impact resistance of rock matrix. In this study, We conducted a comprehensive study and quantitative analysis of the changes in pore structure of this material under impact conditions. Dynamic impact testing and computed tomography (CT) revealed that CNTs significantly increased the cement content in the sample by 79.11%. The CNTs group exhibited higher internal pore density and uniformity, effectively suppressing the formation of dynamic cracks in the sample. Compared to Non-carbon nanotubes (Non-CNTs) cement-based materials, the peak dynamic stress of the CNTs group increased by 4.76% to 21.54%, while the porosity decreased by 57.26%.This study further refined the enhancement behaviors of carbon nanotubes reinforced cement based, and making outstanding contributions to engineering practice.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2024-11-07
DOI
https://doi.org/10.1016/j.cscm.2024.e03965
Citations
6
Primary Topic
Grouting, Rheology, and Soil Mechanics
Type
article
Field-Weighted Citation Impact
1.57
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article

Enhancement behaviours of carbon nanotubes reinforced cement based grouting materials under dynamic loading

Xinshuai Shi, Guangzhi Li, Xuehui Li, Wei‐Qiang Chen et al.
6 citations
Case Studies in Construction Materials
Grouting, Rheology, and Soil Mechanics
1.57
article

Enhancement behaviours of carbon nanotubes reinforced cement based grouting materials under dynamic loading

Xinshuai Shi, Guangzhi Li, Xuehui Li, Wei‐Qiang Chen, Zhaohui Zhang, Jianguo Ning, Xinzheng Qu
article en
6 citations

Abstract

Carbon nanotubes (CNTs) reinforced cement based grouting material is an important part of green manufacturing industry. Our previous research showed that this material can effectively enhance the impact resistance of rock matrix. In this study, We conducted a comprehensive study and quantitative analysis of the changes in pore structure of this material under impact conditions. Dynamic impact testing and computed tomography (CT) revealed that CNTs significantly increased the cement content in the sample by 79.11%. The CNTs group exhibited higher internal pore density and uniformity, effectively suppressing the formation of dynamic cracks in the sample. Compared to Non-carbon nanotubes (Non-CNTs) cement-based materials, the peak dynamic stress of the CNTs group increased by 4.76% to 21.54%, while the porosity decreased by 57.26%.This study further refined the enhancement behaviors of carbon nanotubes reinforced cement based, and making outstanding contributions to engineering practice.

Case Studies in Construction MaterialsVol. 21
Rice University (US), Shandong University of Science and Technology (CN)
Openalex Percentile: Top 19%
Grouting, Rheology, and Soil Mechanics
1.57
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