Gas Permeation Models for Dilatant Deformation of Rock Salt under Deviatoric Stress Conditions

Permeability of 30 rock salt cores were measured under various deviatoric stress conditions. A triaxial cell was designed and built to measure the hydraulic properties such as the pore volume and permeability during the compression experiments. To determine variations in the pore volume, a high prec...

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Bibliographic Details
Main Author: Guenter Pusch
Format: Article
Language:English
Published: Technical University of Kosice 2007-01-01
Series:Acta Montanistica Slovaca
Subjects:
Online Access:http://actamont.tuke.sk/pdf/2007/s1/11push.pdf
Description
Summary:Permeability of 30 rock salt cores were measured under various deviatoric stress conditions. A triaxial cell was designed and built to measure the hydraulic properties such as the pore volume and permeability during the compression experiments. To determine variations in the pore volume, a high precision pump was used and the pore volume changes as well as the gas permeabilities were recorded continuously as a function of time and stresses. A permeability reduction in the compression stage is not obvious although the decrease of pore volume appears to be a controlling phenomenon of the compression. Similarly to previous studies, a spontaneous increase in the permeability was observed shortly after the dilatancy boundary was exceeded, separating the compression from the dilatant deformation phase. At the end of the dilatant deformation, the permeability reaches a plateau value which afterward remains approximately a constant for low stress rates up to the fracture pressure. This allows the percolation of gas along the extended grain boundaries of the salt crystals and through the inter-crystalline flow paths and yields an increase of the permeability of 3 to 6 tens of order. Combined acoustic emission measurements performed with 8 sensors showed that the percolation begins equally throughout the core at the same time. The dilatancy and permeability are found to be controlled by many factors,most importantly by the minimal principal stresses. The end porosities of the stressed cores were correlated with the permeability in the form of a Kozeny-Carman type relationship. Semi-empirical and percolation flow models were applied to match the observed flow characteristics of cores with corresponding properties of the excavation damaged zone in the Asse salt mine.
ISSN:1335-1788