Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling

The bedding structure of shale is generated during the deposition and formation, which results in shales with prominent anisotropic characteristics. It depends on stability, control of oil and gas storage, and deep exploitation. In addition, the mechanical and permeability parts of bedding shale are...

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Main Authors: Zhinan Lin, Shihong Feng, Jiaquan Wang, Qiang Zhang, Haifeng Long, Guangming Chen
Format: Article
Language:English
Published: Wiley 2023-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2023/6314590
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author Zhinan Lin
Shihong Feng
Jiaquan Wang
Qiang Zhang
Haifeng Long
Guangming Chen
author_facet Zhinan Lin
Shihong Feng
Jiaquan Wang
Qiang Zhang
Haifeng Long
Guangming Chen
author_sort Zhinan Lin
collection DOAJ
description The bedding structure of shale is generated during the deposition and formation, which results in shales with prominent anisotropic characteristics. It depends on stability, control of oil and gas storage, and deep exploitation. In addition, the mechanical and permeability parts of bedding shale are very complex when it is under deep underground space with coupled high stress and high seepage. In this study, the black bedding shale was used as the research object, and a series of triaxial shear-seepage coupling tests were carried out. Firstly, the triaxial shear stress-shear strain curves and permeability-shear stress curves of different bedding shales under other triaxial shear-seepage coupling conditions were obtained. Secondly, the failure characteristics and shear deformation characteristics of shale under the shear-seepage coupling effect were explored. The shear stress threshold and permeability evolution law at each stage of shear failure were discussed. Thirdly, the shear strength, failure mode, and mechanism parameters of the black bedding shale under different normal stress and seepage pressure were studied. Fourthly, the linear M-C criterion, Ramamurthy criterion, and Hoek-Brown criterion characterize the variation of damage strength of shale with bedding orientation under triaxial shear-seepage coupling. Those results provide an experimental basis for exploring the anisotropic mechanical characteristics and failure mechanism of bedding shale under shear-seepage coupling.
format Article
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institution Kabale University
issn 1468-8123
language English
publishDate 2023-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-44efb59397184df7b601a46053ea7db62025-02-03T06:48:31ZengWileyGeofluids1468-81232023-01-01202310.1155/2023/6314590Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage CouplingZhinan Lin0Shihong Feng1Jiaquan Wang2Qiang Zhang3Haifeng Long4Guangming Chen5College of Civil and Architectural EngineeringCollege of Civil and Architectural EngineeringCollege of Civil and Architectural EngineeringChina Institute of Water Resources and Hydropower ResearchCollege of Civil and Architectural EngineeringPowerChina Kunming Engineering Corporation LimitedThe bedding structure of shale is generated during the deposition and formation, which results in shales with prominent anisotropic characteristics. It depends on stability, control of oil and gas storage, and deep exploitation. In addition, the mechanical and permeability parts of bedding shale are very complex when it is under deep underground space with coupled high stress and high seepage. In this study, the black bedding shale was used as the research object, and a series of triaxial shear-seepage coupling tests were carried out. Firstly, the triaxial shear stress-shear strain curves and permeability-shear stress curves of different bedding shales under other triaxial shear-seepage coupling conditions were obtained. Secondly, the failure characteristics and shear deformation characteristics of shale under the shear-seepage coupling effect were explored. The shear stress threshold and permeability evolution law at each stage of shear failure were discussed. Thirdly, the shear strength, failure mode, and mechanism parameters of the black bedding shale under different normal stress and seepage pressure were studied. Fourthly, the linear M-C criterion, Ramamurthy criterion, and Hoek-Brown criterion characterize the variation of damage strength of shale with bedding orientation under triaxial shear-seepage coupling. Those results provide an experimental basis for exploring the anisotropic mechanical characteristics and failure mechanism of bedding shale under shear-seepage coupling.http://dx.doi.org/10.1155/2023/6314590
spellingShingle Zhinan Lin
Shihong Feng
Jiaquan Wang
Qiang Zhang
Haifeng Long
Guangming Chen
Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
Geofluids
title Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
title_full Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
title_fullStr Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
title_full_unstemmed Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
title_short Experimental Study on Permeability and Deformation Characteristics of Bedding Shale under Triaxial Shear-Seepage Coupling
title_sort experimental study on permeability and deformation characteristics of bedding shale under triaxial shear seepage coupling
url http://dx.doi.org/10.1155/2023/6314590
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AT jiaquanwang experimentalstudyonpermeabilityanddeformationcharacteristicsofbeddingshaleundertriaxialshearseepagecoupling
AT qiangzhang experimentalstudyonpermeabilityanddeformationcharacteristicsofbeddingshaleundertriaxialshearseepagecoupling
AT haifenglong experimentalstudyonpermeabilityanddeformationcharacteristicsofbeddingshaleundertriaxialshearseepagecoupling
AT guangmingchen experimentalstudyonpermeabilityanddeformationcharacteristicsofbeddingshaleundertriaxialshearseepagecoupling