Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling

Subsurface fluid injections can disturb the effective stress regime by elevating pore pressure and potentially reactivate faults and fractures. Laboratory studies indicate that fracture rheology and permeability in such reactivation events are linked to the roughness of the fracture surfaces. In thi...

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Main Authors: Chaoyi Wang, Derek Elsworth, Yi Fang, Fengshou Zhang
Format: Article
Language:English
Published: Elsevier 2020-08-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775520300445
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spelling doaj-dc6da998a8f243c395644754c2b094812020-11-25T03:19:27ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552020-08-01124720731Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modelingChaoyi Wang0Derek Elsworth1Yi Fang2Fengshou Zhang3Department of Physics and Astronomy, Purdue University, West Lafayette, IN, 47907, USA; Department of Energy and Mineral Engineering, The Pennsylvania State University, University Park, PA, 16802, USA; Corresponding author. Department of Physics and Astronomy, Purdue University, West Lafayette, IN, 47907, USA.Department of Energy and Mineral Engineering, The Pennsylvania State University, University Park, PA, 16802, USA; Department of Geosciences, The Pennsylvania State University, University Park, PA, 16802, USAInstitute for Geophysics, Jackson School of Geosciences, The University of Texas at Austin, Austin, TX, 78712, USAKey Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092, China; Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, ChinaSubsurface fluid injections can disturb the effective stress regime by elevating pore pressure and potentially reactivate faults and fractures. Laboratory studies indicate that fracture rheology and permeability in such reactivation events are linked to the roughness of the fracture surfaces. In this study, we construct numerical models using discrete element method (DEM) to explore the influence of fracture surface roughness on the shear strength, slip stability, and permeability evolution during such slip events. For each simulation, a pair of analog rock coupons (three-dimensional bonded quartz particle analogs) representing a mated fracture is sheared under a velocity-stepping scheme. The roughness of the fracture is defined in terms of asperity height and asperity wavelength. Results show that (1) Samples with larger asperity heights (rougher), when sheared, exhibit a higher peak strength which quickly devolves to a residual strength after reaching a threshold shear displacement; (2) These rougher samples also exhibit greater slip stability due to a high degree of asperity wear and resultant production of wear products; (3) Long-term suppression of permeability is observed with rougher fractures, possibly due to the removal of asperities and redistribution of wear products, which locally reduces porosity in the dilating fracture; and (4) Increasing shear-parallel asperity wavelength reduces magnitudes of stress drops after peak strength and enhances fracture permeability, while increasing shear-perpendicular asperity wavelength results in sequential stress drops and a delay in permeability enhancement. This study provides insights into understanding of the mechanisms of frictional and rheological evolution of rough fractures anticipated during reactivation events.http://www.sciencedirect.com/science/article/pii/S1674775520300445Fracture reactivationFracture permeability evolutionFracture roughnessRoughness anisotropySlip stability
collection DOAJ
language English
format Article
sources DOAJ
author Chaoyi Wang
Derek Elsworth
Yi Fang
Fengshou Zhang
spellingShingle Chaoyi Wang
Derek Elsworth
Yi Fang
Fengshou Zhang
Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
Journal of Rock Mechanics and Geotechnical Engineering
Fracture reactivation
Fracture permeability evolution
Fracture roughness
Roughness anisotropy
Slip stability
author_facet Chaoyi Wang
Derek Elsworth
Yi Fang
Fengshou Zhang
author_sort Chaoyi Wang
title Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
title_short Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
title_full Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
title_fullStr Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
title_full_unstemmed Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling
title_sort influence of fracture roughness on shear strength, slip stability and permeability: a mechanistic analysis by three-dimensional digital rock modeling
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2020-08-01
description Subsurface fluid injections can disturb the effective stress regime by elevating pore pressure and potentially reactivate faults and fractures. Laboratory studies indicate that fracture rheology and permeability in such reactivation events are linked to the roughness of the fracture surfaces. In this study, we construct numerical models using discrete element method (DEM) to explore the influence of fracture surface roughness on the shear strength, slip stability, and permeability evolution during such slip events. For each simulation, a pair of analog rock coupons (three-dimensional bonded quartz particle analogs) representing a mated fracture is sheared under a velocity-stepping scheme. The roughness of the fracture is defined in terms of asperity height and asperity wavelength. Results show that (1) Samples with larger asperity heights (rougher), when sheared, exhibit a higher peak strength which quickly devolves to a residual strength after reaching a threshold shear displacement; (2) These rougher samples also exhibit greater slip stability due to a high degree of asperity wear and resultant production of wear products; (3) Long-term suppression of permeability is observed with rougher fractures, possibly due to the removal of asperities and redistribution of wear products, which locally reduces porosity in the dilating fracture; and (4) Increasing shear-parallel asperity wavelength reduces magnitudes of stress drops after peak strength and enhances fracture permeability, while increasing shear-perpendicular asperity wavelength results in sequential stress drops and a delay in permeability enhancement. This study provides insights into understanding of the mechanisms of frictional and rheological evolution of rough fractures anticipated during reactivation events.
topic Fracture reactivation
Fracture permeability evolution
Fracture roughness
Roughness anisotropy
Slip stability
url http://www.sciencedirect.com/science/article/pii/S1674775520300445
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