Multi‐scale simulation of rock compaction through breakage models with microstructure evolution

<p>Regional subsidence due to fluid depletion includes the interaction among multiple physical processes. Specifically, rock compaction is governed by coupled hydro-mechanical feedbacks involving fluid flow, effective stress change and pore collapse. Although poroelastic models are often used...

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Main Authors: G. Buscarnera, Y. Chen, J. Lizárraga, R. Zhang
Format: Article
Language:English
Published: Copernicus Publications 2020-04-01
Series:Proceedings of the International Association of Hydrological Sciences
Online Access:https://www.proc-iahs.net/382/421/2020/piahs-382-421-2020.pdf
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spelling doaj-637a7dcaed094e93bc7748962e1870da2020-11-25T02:21:56ZengCopernicus PublicationsProceedings of the International Association of Hydrological Sciences2199-89812199-899X2020-04-0138242142510.5194/piahs-382-421-2020Multi‐scale simulation of rock compaction through breakage models with microstructure evolutionG. Buscarnera0Y. Chen1J. Lizárraga2R. Zhang3Department of Civil and Environmental Engineering, Northwestern University, Evanston, Illinois, USADepartment of Civil and Environmental Engineering, Northwestern University, Evanston, Illinois, USAGeosyntec Consultants, Jacksonville, Florida, USADepartment of Civil and Environmental Engineering, Northwestern University, Evanston, Illinois, USA<p>Regional subsidence due to fluid depletion includes the interaction among multiple physical processes. Specifically, rock compaction is governed by coupled hydro-mechanical feedbacks involving fluid flow, effective stress change and pore collapse. Although poroelastic models are often used to explain the delay between depletion and subsidence, recent evidence indicates that inelastic effects could alter the rock microstructure, thus exacerbating coupling effects. Here, a constitutive law built within the framework of Breakage Mechanics is proposed to account for the inherent connection between rock microstructure, hydraulic conductivity, and pore compaction. Furthermore, it is embedded into a 1-D hydromechanical coupled finite element analysis (FEA) to explore the effects of micro-structure rearrangement on the development of reservoir compaction. Numerical examples with the proposed model are compared with simulations under constant hydraulic conductivity to illustrate the model capability to capture the non-linear processes of reservoir compaction induced by fluid depletion.</p>https://www.proc-iahs.net/382/421/2020/piahs-382-421-2020.pdf
collection DOAJ
language English
format Article
sources DOAJ
author G. Buscarnera
Y. Chen
J. Lizárraga
R. Zhang
spellingShingle G. Buscarnera
Y. Chen
J. Lizárraga
R. Zhang
Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
Proceedings of the International Association of Hydrological Sciences
author_facet G. Buscarnera
Y. Chen
J. Lizárraga
R. Zhang
author_sort G. Buscarnera
title Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
title_short Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
title_full Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
title_fullStr Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
title_full_unstemmed Multi‐scale simulation of rock compaction through breakage models with microstructure evolution
title_sort multi‐scale simulation of rock compaction through breakage models with microstructure evolution
publisher Copernicus Publications
series Proceedings of the International Association of Hydrological Sciences
issn 2199-8981
2199-899X
publishDate 2020-04-01
description <p>Regional subsidence due to fluid depletion includes the interaction among multiple physical processes. Specifically, rock compaction is governed by coupled hydro-mechanical feedbacks involving fluid flow, effective stress change and pore collapse. Although poroelastic models are often used to explain the delay between depletion and subsidence, recent evidence indicates that inelastic effects could alter the rock microstructure, thus exacerbating coupling effects. Here, a constitutive law built within the framework of Breakage Mechanics is proposed to account for the inherent connection between rock microstructure, hydraulic conductivity, and pore compaction. Furthermore, it is embedded into a 1-D hydromechanical coupled finite element analysis (FEA) to explore the effects of micro-structure rearrangement on the development of reservoir compaction. Numerical examples with the proposed model are compared with simulations under constant hydraulic conductivity to illustrate the model capability to capture the non-linear processes of reservoir compaction induced by fluid depletion.</p>
url https://www.proc-iahs.net/382/421/2020/piahs-382-421-2020.pdf
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