4.7 Article

A Stress-Induced Permeability Evolution Model for Fissured Porous Media

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 49, Issue 2, Pages 477-485

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-015-0760-8

Keywords

Permeability resistance; Shear deformation; Compaction; Fissures' closure; Tortuosity

Funding

  1. National Nature Science Foundation of China [51278383, 51238009, 51025827]
  2. Key Scientific and Technological Innovation Team of Zhejiang province [2011R50020]
  3. Key Scientific and Technological Innovation Team of Wenzhou [C20120006]

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A unified permeability evolution model is proposed to capture the evolution of permeability induced by stress. This model is formulated within a conventional permeability-porosity power function, with special attentions being paid to the effects of shear deformation-induced tortuosity and compaction-induced closure of fissures through a permeability resistance parameter. This model contains a small amount number of parameters, which can be calibrated based on conventional experiments. The proposed model is validated through comparison between model simulation and experimental results for sandstones under a wide range of confining pressures. Good performance demonstrates the capability of the proposed permeability evolution model.

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