Technical Papers
Jan 21, 2022

Experimental Investigation on Piezoresistive Properties and Acoustic Emission Characteristics of Carbon Fiber–Based Gangue Concrete

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 4

Abstract

Concrete with coal gangue as aggregate has a self-sensing ability with addition of carbon fiber (CF), which has an outstanding effect in terms of dealing with the large amount of coal gangue discharge and monitoring the concrete structure. However, studies on the development of CF-based gangue concrete (CF-GC) with self-sensing capabilities are limited. Therefore, the uniaxial compression tests of CF-GC were carried out and changes in the electrical resistivity (ER) and acoustic emission (AE) characteristics were monitored throughout testing. The test results suggested that the addition of CF can significantly improve the electrical conductivity properties of gangue concrete. Value of gage factor for CF-GC and gangue concrete is 2.3 and 16.6, which the value of gage factor for the CF-GC increased by 14.3 compared with the GC. The research showed a good correlation between the ER and AE of CF-GC, and an increase in curing time led to a decrease in in the electrical conductivity of CF-GC. This study shows that it is of great significance to be able to predict deformations in gangue concrete structures by monitoring changes in ER and AE.

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Data Availability Statement

Some or all data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank the funding supported by the National Key R&D Program of China provided under Project No. 2018YFC0604700.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 4April 2022

History

Received: Jun 8, 2021
Accepted: Aug 23, 2021
Published online: Jan 21, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 21, 2022

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Zequan He, Ph.D. [email protected]
State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author). Email: [email protected]
Meng Xiao, Ph.D. [email protected]
State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Pai Ning, Ph.D. [email protected]
State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Master’s Student, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Yazhen Zhang [email protected]
Master’s Student, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]

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