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Impact of water–rock interaction on the pore structures of red-bed soft rock

The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction. However, few studies considered the impact of long-term water–rock interaction on the evolution law of mesostructure. Therefore, in this study, the water–rock interaction test was conducted...

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Autores principales: Zhou, Meiling, Li, Jianlin, Luo, Zuosen, Sun, Jianbin, Xu, Feng, Jiang, Qiao, Deng, Huafeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8016936/
https://www.ncbi.nlm.nih.gov/pubmed/33795793
http://dx.doi.org/10.1038/s41598-021-86815-w
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author Zhou, Meiling
Li, Jianlin
Luo, Zuosen
Sun, Jianbin
Xu, Feng
Jiang, Qiao
Deng, Huafeng
author_facet Zhou, Meiling
Li, Jianlin
Luo, Zuosen
Sun, Jianbin
Xu, Feng
Jiang, Qiao
Deng, Huafeng
author_sort Zhou, Meiling
collection PubMed
description The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction. However, few studies considered the impact of long-term water–rock interaction on the evolution law of mesostructure. Therefore, in this study, the water–rock interaction test was conducted on a slightly weathered red-bed soft rock from the Three Gorges Reservoir area, considering the fluctuation in the reservoir water level. The corresponding pore structure parameters were measured and analyzed based on a scanning electron microscope (SEM) and digital image processing technology. The study showed that: (1) The pore size has been gradually increased, while the number of pores was increased initially and then decreased. Within 12 cycles, the maximum and average pore radius of the rock specimens was increased by 101.02% and 43.32%, respectively, and the porosity has been increased by 26.59%, whereas the number of pores decreased by 22.65%. This indicates the effect of water–rock interaction on the propagation of pores. (2) The pores were changed from oblate to slender by the water–rock interaction. The shape factor was decreased by about 15.79% within 12 cycles. In the meantime, the fractal dimension was increased from 1.20 to 1.28, and more complex structures of pores were observed. (3) The porosity evolution model for the red-bed soft rock was established based on the curve fitting technique. The results can be used as a reference to conceptualize the mesostructure damage of rocks under water–rock interaction.
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spelling pubmed-80169362021-04-05 Impact of water–rock interaction on the pore structures of red-bed soft rock Zhou, Meiling Li, Jianlin Luo, Zuosen Sun, Jianbin Xu, Feng Jiang, Qiao Deng, Huafeng Sci Rep Article The physical and mechanical properties of the reservoir bank slope are affected by the water–rock interaction. However, few studies considered the impact of long-term water–rock interaction on the evolution law of mesostructure. Therefore, in this study, the water–rock interaction test was conducted on a slightly weathered red-bed soft rock from the Three Gorges Reservoir area, considering the fluctuation in the reservoir water level. The corresponding pore structure parameters were measured and analyzed based on a scanning electron microscope (SEM) and digital image processing technology. The study showed that: (1) The pore size has been gradually increased, while the number of pores was increased initially and then decreased. Within 12 cycles, the maximum and average pore radius of the rock specimens was increased by 101.02% and 43.32%, respectively, and the porosity has been increased by 26.59%, whereas the number of pores decreased by 22.65%. This indicates the effect of water–rock interaction on the propagation of pores. (2) The pores were changed from oblate to slender by the water–rock interaction. The shape factor was decreased by about 15.79% within 12 cycles. In the meantime, the fractal dimension was increased from 1.20 to 1.28, and more complex structures of pores were observed. (3) The porosity evolution model for the red-bed soft rock was established based on the curve fitting technique. The results can be used as a reference to conceptualize the mesostructure damage of rocks under water–rock interaction. Nature Publishing Group UK 2021-04-01 /pmc/articles/PMC8016936/ /pubmed/33795793 http://dx.doi.org/10.1038/s41598-021-86815-w Text en © The Author(s) 2021 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/.
spellingShingle Article
Zhou, Meiling
Li, Jianlin
Luo, Zuosen
Sun, Jianbin
Xu, Feng
Jiang, Qiao
Deng, Huafeng
Impact of water–rock interaction on the pore structures of red-bed soft rock
title Impact of water–rock interaction on the pore structures of red-bed soft rock
title_full Impact of water–rock interaction on the pore structures of red-bed soft rock
title_fullStr Impact of water–rock interaction on the pore structures of red-bed soft rock
title_full_unstemmed Impact of water–rock interaction on the pore structures of red-bed soft rock
title_short Impact of water–rock interaction on the pore structures of red-bed soft rock
title_sort impact of water–rock interaction on the pore structures of red-bed soft rock
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8016936/
https://www.ncbi.nlm.nih.gov/pubmed/33795793
http://dx.doi.org/10.1038/s41598-021-86815-w
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