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Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques

An insight into the damage characteristics of host rock is important for permanent disposal of high-level radioactive waste (HLW). Single loading and multiple loading tests for Beishan granite were carried out. The acoustic emission (AE) monitoring system was utilized simultaneously to measure the d...

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Autores principales: Wang, Zihui, Zhou, Guanglei, Ge, Xinbo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10229616/
https://www.ncbi.nlm.nih.gov/pubmed/37253882
http://dx.doi.org/10.1038/s41598-023-35921-y
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author Wang, Zihui
Zhou, Guanglei
Ge, Xinbo
author_facet Wang, Zihui
Zhou, Guanglei
Ge, Xinbo
author_sort Wang, Zihui
collection PubMed
description An insight into the damage characteristics of host rock is important for permanent disposal of high-level radioactive waste (HLW). Single loading and multiple loading tests for Beishan granite were carried out. The acoustic emission (AE) monitoring system was utilized simultaneously to measure the damage evolution in the specimens. The results show that, during single loading the AE signal has been maintained at a very high level after dilatancy. But a decreasing trend of AE signals can be observed when the axial stress approaches the peak stress. While during multiple loading, AE signals are mainly generated in the loading period in the elastic stage. However, in the failure and residual stages, AE signals generated in the unloading period are considerable. Most of the AE waveforms have a dominant frequency of less than 200 kHz and amplitude of less than 80 dB, and three frequency bands are obtained. In addition, the amplitude increases with the increase of loading stress. Furthermore, the obtained AE b-values indicate that the relative proportion of micro- to macro-cracks increases first and then decreases with increasing confining pressure. And the AE a-values and b-values confirms that micro cracks develop rapidly in the damage stage and lead to the formation of macro cracks in the residual stage for the specimens experienced multiple loading.
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spelling pubmed-102296162023-06-01 Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques Wang, Zihui Zhou, Guanglei Ge, Xinbo Sci Rep Article An insight into the damage characteristics of host rock is important for permanent disposal of high-level radioactive waste (HLW). Single loading and multiple loading tests for Beishan granite were carried out. The acoustic emission (AE) monitoring system was utilized simultaneously to measure the damage evolution in the specimens. The results show that, during single loading the AE signal has been maintained at a very high level after dilatancy. But a decreasing trend of AE signals can be observed when the axial stress approaches the peak stress. While during multiple loading, AE signals are mainly generated in the loading period in the elastic stage. However, in the failure and residual stages, AE signals generated in the unloading period are considerable. Most of the AE waveforms have a dominant frequency of less than 200 kHz and amplitude of less than 80 dB, and three frequency bands are obtained. In addition, the amplitude increases with the increase of loading stress. Furthermore, the obtained AE b-values indicate that the relative proportion of micro- to macro-cracks increases first and then decreases with increasing confining pressure. And the AE a-values and b-values confirms that micro cracks develop rapidly in the damage stage and lead to the formation of macro cracks in the residual stage for the specimens experienced multiple loading. Nature Publishing Group UK 2023-05-30 /pmc/articles/PMC10229616/ /pubmed/37253882 http://dx.doi.org/10.1038/s41598-023-35921-y Text en © The Author(s) 2023 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Article
Wang, Zihui
Zhou, Guanglei
Ge, Xinbo
Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title_full Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title_fullStr Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title_full_unstemmed Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title_short Experimental study on damage characteristics of Beishan granite under single loading and multiple loading with AE techniques
title_sort experimental study on damage characteristics of beishan granite under single loading and multiple loading with ae techniques
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10229616/
https://www.ncbi.nlm.nih.gov/pubmed/37253882
http://dx.doi.org/10.1038/s41598-023-35921-y
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AT gexinbo experimentalstudyondamagecharacteristicsofbeishangraniteundersingleloadingandmultipleloadingwithaetechniques