Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling

Granite formations have been frequently involved in subsurface energy‐related activities such as radioactive waste disposal, oil, and gas storage. This is principally because of their mechanical stability, low permeability, and high corrosion resistance. These favorable properties, however, can be c...

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Main Author: Shang, Junlong
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2021
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Online Access:https://hdl.handle.net/10356/148861
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-1488612021-06-04T07:13:47Z Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling Shang, Junlong School of Civil and Environmental Engineering Nanyang Centre for Underground Space (NCUS) Engineering::Civil engineering Discrete Element Method Polyaxial Compression Granite formations have been frequently involved in subsurface energy‐related activities such as radioactive waste disposal, oil, and gas storage. This is principally because of their mechanical stability, low permeability, and high corrosion resistance. These favorable properties, however, can be compromised by the addition of mineral veins, which tend to occur ubiquitously in upper crustal rock formations. Evaluation of the impact of veins on the integrity and rupture characteristics of granite, especially under true triaxial stresses, is therefore important yet currently underemphasized. This study examines the rupture of veined granite in polyaxial compression via a discrete element method model. In the model with soft veins, the rupture is localized along the fabricated inclined veins (45° relative to the horizontal with strike running in the σ2 direction) under low confining stresses (σ2 < 67 MPa); in contrast, a combined rupture of veins and granite matrix is observed when σ2 is increased to 141.6 MPa. Shear sliding along the inclined veins is revealed by examining the displacement field. Shear‐induced volumetric dilation is suspected in the soft‐veined models in relatively low confining stresses (σ2 < 67 MPa) with sliding and dilation behavior apparently suppressed at σ2 = 141.6 MPa. Hard veins impede local rupture, resulting in conjugate shear bands. The well‐recognized σ2 effect is observed for the hard‐veined models, while no pronounced σ2 effect is noticed for the soft‐veined models. This study also reveals that vein thickness has a negligible impact on rupture characteristics, which is however profoundly affected by vein orientation. Published version The author thanks the financial supportof the Open Fund of State KeyLaboratory of Geohazard Preventionand Geoenvironment Protection(Chengdu University of Technology)(Grant no. SKLGP2020). This materialis partially based on research/worksupported by the Land and LiveabilityNational Innovation Challenge underL2 NIC (Award no. L2NICCFP1-2013-3). 2021-06-04T07:13:47Z 2021-06-04T07:13:47Z 2020 Journal Article Shang, J. (2020). Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling. Journal of Geophysical Research: Solid Earth, 125(2), e2019JB019052-. https://dx.doi.org/10.1029/2019JB019052 2169-9313 0000-0001-9983-079X https://hdl.handle.net/10356/148861 10.1029/2019JB019052 2-s2.0-85077508876 2 125 e2019JB019052 en Journal of Geophysical Research: Solid Earth © 2020 American Geophysical Union. All rights reserved. This paper was published in Journal of Geophysical Research: Solid Earth and is made available with permission of American Geophysical Union. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Discrete Element Method
Polyaxial Compression
spellingShingle Engineering::Civil engineering
Discrete Element Method
Polyaxial Compression
Shang, Junlong
Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
description Granite formations have been frequently involved in subsurface energy‐related activities such as radioactive waste disposal, oil, and gas storage. This is principally because of their mechanical stability, low permeability, and high corrosion resistance. These favorable properties, however, can be compromised by the addition of mineral veins, which tend to occur ubiquitously in upper crustal rock formations. Evaluation of the impact of veins on the integrity and rupture characteristics of granite, especially under true triaxial stresses, is therefore important yet currently underemphasized. This study examines the rupture of veined granite in polyaxial compression via a discrete element method model. In the model with soft veins, the rupture is localized along the fabricated inclined veins (45° relative to the horizontal with strike running in the σ2 direction) under low confining stresses (σ2 < 67 MPa); in contrast, a combined rupture of veins and granite matrix is observed when σ2 is increased to 141.6 MPa. Shear sliding along the inclined veins is revealed by examining the displacement field. Shear‐induced volumetric dilation is suspected in the soft‐veined models in relatively low confining stresses (σ2 < 67 MPa) with sliding and dilation behavior apparently suppressed at σ2 = 141.6 MPa. Hard veins impede local rupture, resulting in conjugate shear bands. The well‐recognized σ2 effect is observed for the hard‐veined models, while no pronounced σ2 effect is noticed for the soft‐veined models. This study also reveals that vein thickness has a negligible impact on rupture characteristics, which is however profoundly affected by vein orientation.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Shang, Junlong
format Article
author Shang, Junlong
author_sort Shang, Junlong
title Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
title_short Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
title_full Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
title_fullStr Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
title_full_unstemmed Rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
title_sort rupture of veined granite in polyaxial compression : insights from three-dimensional discrete element method modeling
publishDate 2021
url https://hdl.handle.net/10356/148861
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