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Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection
The injection of fluids into fault gouges in rock formations disturbs the in situ stress conditions, leading to fault slip and increasing the risk of inducing earthquakes. The weakening effect and the permeation of the injected fluid can be influenced significantly by the presence of fault gouges. T...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9763414/ https://www.ncbi.nlm.nih.gov/pubmed/36535996 http://dx.doi.org/10.1038/s41598-022-26308-6 |
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author | Liu, Yixin Xu, Chuanhua Xu, Jiang Zeng, Xuemin |
author_facet | Liu, Yixin Xu, Chuanhua Xu, Jiang Zeng, Xuemin |
author_sort | Liu, Yixin |
collection | PubMed |
description | The injection of fluids into fault gouges in rock formations disturbs the in situ stress conditions, leading to fault slip and increasing the risk of inducing earthquakes. The weakening effect and the permeation of the injected fluid can be influenced significantly by the presence of fault gouges. To investigate this issue, the hydro-mechanical characteristics of fault gouges were evaluated using physical tests to study the combined effects of coupling injecting water and shear deformation. We propose a new experimental apparatus that allows us to measure the spatial distribution of the thickness of a gouge layer sample under combined conditions of shearing and water injection, using 3D scanning technology to evaluate the primary flow path. The test results showed that injecting water had a significant effect in reducing the maximum shear strength, but the degree to which the strength was affected varied with the gouge fill material. The effect of shear deformation is that it will increase the inhomogeneity of the thickness distribution and therefore the distribution of injected water along the fault is not uniformly radial. Additionally, the properties of gouge fill material have an important influence on flow characteristics during fault slipping. |
format | Online Article Text |
id | pubmed-9763414 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-97634142022-12-21 Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection Liu, Yixin Xu, Chuanhua Xu, Jiang Zeng, Xuemin Sci Rep Article The injection of fluids into fault gouges in rock formations disturbs the in situ stress conditions, leading to fault slip and increasing the risk of inducing earthquakes. The weakening effect and the permeation of the injected fluid can be influenced significantly by the presence of fault gouges. To investigate this issue, the hydro-mechanical characteristics of fault gouges were evaluated using physical tests to study the combined effects of coupling injecting water and shear deformation. We propose a new experimental apparatus that allows us to measure the spatial distribution of the thickness of a gouge layer sample under combined conditions of shearing and water injection, using 3D scanning technology to evaluate the primary flow path. The test results showed that injecting water had a significant effect in reducing the maximum shear strength, but the degree to which the strength was affected varied with the gouge fill material. The effect of shear deformation is that it will increase the inhomogeneity of the thickness distribution and therefore the distribution of injected water along the fault is not uniformly radial. Additionally, the properties of gouge fill material have an important influence on flow characteristics during fault slipping. Nature Publishing Group UK 2022-12-19 /pmc/articles/PMC9763414/ /pubmed/36535996 http://dx.doi.org/10.1038/s41598-022-26308-6 Text en © The Author(s) 2022 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 Liu, Yixin Xu, Chuanhua Xu, Jiang Zeng, Xuemin Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title | Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title_full | Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title_fullStr | Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title_full_unstemmed | Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title_short | Hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
title_sort | hydro-mechanical coupling characteristics and weakening mechanisms of filling joint resulting from water injection |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9763414/ https://www.ncbi.nlm.nih.gov/pubmed/36535996 http://dx.doi.org/10.1038/s41598-022-26308-6 |
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