Inelastic compaction and permeability evolution in volcanic rock

Active volcanoes are mechanically dynamic environments, and edifice-forming material may often be subjected to significant amounts of stress and strain. It is understood that porous volcanic rock can compact inelastically under a wide range of in situ conditions. In this contribution, we explore the...

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Main Authors: J. I. Farquharson, P. Baud, M. J. Heap
Format: Article
Language:English
Published: Copernicus Publications 2017-04-01
Series:Solid Earth
Online Access:http://www.solid-earth.net/8/561/2017/se-8-561-2017.pdf
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author J. I. Farquharson
P. Baud
M. J. Heap
author_facet J. I. Farquharson
P. Baud
M. J. Heap
author_sort J. I. Farquharson
collection DOAJ
description Active volcanoes are mechanically dynamic environments, and edifice-forming material may often be subjected to significant amounts of stress and strain. It is understood that porous volcanic rock can compact inelastically under a wide range of in situ conditions. In this contribution, we explore the evolution of porosity and permeability – critical properties influencing the style and magnitude of volcanic activity – as a function of inelastic compaction of porous andesite under triaxial conditions. Progressive axial strain accumulation is associated with progressive porosity loss. The efficiency of compaction was found to be related to the effective confining pressure under which deformation occurred: at higher effective pressure, more porosity was lost for any given amount of axial strain. Permeability evolution is more complex, with small amounts of stress-induced compaction ( &lt;  0.05, i.e. less than 5 % reduction in sample length) yielding an increase in permeability under all effective pressures tested, occasionally by almost 1 order of magnitude. This phenomenon is considered here to be the result of improved connectivity of formerly isolated porosity during triaxial loading. This effect is then overshadowed by a decrease in permeability with further inelastic strain accumulation, especially notable at high axial strains ( &gt;  0.20) where samples may undergo a reduction in permeability by 2 orders of magnitude relative to their initial values. A physical limit to compaction is discussed, which we suggest is echoed in a limit to the potential for permeability reduction in compacting volcanic rock. Compiled literature data illustrate that at high axial strain (both in the brittle and ductile regimes), porosity <i>ϕ</i> and permeability <i>k</i> tend to converge towards intermediate values (i.e. 0.10  ≤ <i>ϕ</i> ≤  0.20; 10<sup>−14</sup> ≤ <i>k</i> ≤ 10<sup>−13</sup> m<sup>2</sup>). These results are discussed in light of their potential ramifications for impacting edifice outgassing – and in turn, eruptive activity – in active volcanoes.
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spelling doaj.art-f2ae2973d50b4bba8c6a44a2518efef22022-12-22T01:26:09ZengCopernicus PublicationsSolid Earth1869-95101869-95292017-04-018256158110.5194/se-8-561-2017Inelastic compaction and permeability evolution in volcanic rockJ. I. Farquharson0P. Baud1M. J. Heap2Institut de Physique de Globe de Strasbourg (UMR7516 CNRS), EOST, Université de Strasbourg, FranceInstitut de Physique de Globe de Strasbourg (UMR7516 CNRS), EOST, Université de Strasbourg, FranceInstitut de Physique de Globe de Strasbourg (UMR7516 CNRS), EOST, Université de Strasbourg, FranceActive volcanoes are mechanically dynamic environments, and edifice-forming material may often be subjected to significant amounts of stress and strain. It is understood that porous volcanic rock can compact inelastically under a wide range of in situ conditions. In this contribution, we explore the evolution of porosity and permeability – critical properties influencing the style and magnitude of volcanic activity – as a function of inelastic compaction of porous andesite under triaxial conditions. Progressive axial strain accumulation is associated with progressive porosity loss. The efficiency of compaction was found to be related to the effective confining pressure under which deformation occurred: at higher effective pressure, more porosity was lost for any given amount of axial strain. Permeability evolution is more complex, with small amounts of stress-induced compaction ( &lt;  0.05, i.e. less than 5 % reduction in sample length) yielding an increase in permeability under all effective pressures tested, occasionally by almost 1 order of magnitude. This phenomenon is considered here to be the result of improved connectivity of formerly isolated porosity during triaxial loading. This effect is then overshadowed by a decrease in permeability with further inelastic strain accumulation, especially notable at high axial strains ( &gt;  0.20) where samples may undergo a reduction in permeability by 2 orders of magnitude relative to their initial values. A physical limit to compaction is discussed, which we suggest is echoed in a limit to the potential for permeability reduction in compacting volcanic rock. Compiled literature data illustrate that at high axial strain (both in the brittle and ductile regimes), porosity <i>ϕ</i> and permeability <i>k</i> tend to converge towards intermediate values (i.e. 0.10  ≤ <i>ϕ</i> ≤  0.20; 10<sup>−14</sup> ≤ <i>k</i> ≤ 10<sup>−13</sup> m<sup>2</sup>). These results are discussed in light of their potential ramifications for impacting edifice outgassing – and in turn, eruptive activity – in active volcanoes.http://www.solid-earth.net/8/561/2017/se-8-561-2017.pdf
spellingShingle J. I. Farquharson
P. Baud
M. J. Heap
Inelastic compaction and permeability evolution in volcanic rock
Solid Earth
title Inelastic compaction and permeability evolution in volcanic rock
title_full Inelastic compaction and permeability evolution in volcanic rock
title_fullStr Inelastic compaction and permeability evolution in volcanic rock
title_full_unstemmed Inelastic compaction and permeability evolution in volcanic rock
title_short Inelastic compaction and permeability evolution in volcanic rock
title_sort inelastic compaction and permeability evolution in volcanic rock
url http://www.solid-earth.net/8/561/2017/se-8-561-2017.pdf
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