Shear-enhanced permeability development of magma vesiculating in cylindrical conduits
J. Birnbaum, J. Schauroth, J. Weaver, J. E. Kendrick, A. Lamur, Y. Lavall\'ee

TL;DR
This study investigates how shear conditions influence permeability development in vesiculating magma within cylindrical conduits, revealing distinct regimes of porosity and permeability linked to isotropic and anisotropic expansion.
Contribution
It provides experimental evidence on the role of shear and pore anisotropy in controlling magma permeability during vesiculation, highlighting the importance of shear conditions in magmatic networks.
Findings
Percolation onset correlates with shear deformation in isotropic expansion.
Anisotropic expansion results in low percolation thresholds (<20%) with stable permeability.
Connected porosity strongly correlates with permeability, varying with shear conditions.
Abstract
During magma vesiculation, permeability is established when growing bubbles begin to form connected networks, which allow fluids to percolate. This percolation threshold controls the relative rates between magma ascent and volatile exsolution, which in turn dictate eruptive style. Percolation is controlled primarily by total vesicularity and shear conditions. We performed vesiculation experiments on rhyolitic glass in a spatially confined, cylindrical, conduit-like geometry. The amount of shear experienced by the sample is controlled by varying the sample and confining diameters to allow for various degrees of free (isotropic) followed by confined (anisotropic) expansion. Pore anisotropy develops sub-parallel to the flow direction. We measure the total and connected porosity and permeability of the vesiculated samples. We observe two regimes of behavior for samples dominated by 1)…
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Taxonomy
TopicsGeomechanics and Mining Engineering · Geoscience and Mining Technology · Rock Mechanics and Modeling
