Abstract
A study was conducted to investigate non-Darcy flow for sandstone using an experimental system designed and constructed by the research group. Non-Darcy flow was found to exist for both the pre-peak and post-peak strains; post-peak flow behavior showed a higher level of non-Darcy flow. In addition, the post peak permeability turned out to be about 2–3 times that of the pre-peak permeability. This sudden change in permeability that occurs when sedimentary rock masses around underground excavations develop new fractures may lead to water inrush in coal mines. All three non-Darcy permeability parameters showed significant changes between the pre-peak and post peak strains. The main reason for that is the formation of new cracks around and after the peak stress. Relations are developed among the three non-Darcy permeability parameters.
Original language | English (US) |
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Pages (from-to) | 1835-1846 |
Number of pages | 12 |
Journal | Geotechnical and Geological Engineering |
Volume | 34 |
Issue number | 6 |
DOIs | |
State | Published - Dec 1 2016 |
Keywords
- Acceleration coefficient
- Coal mines
- Non-Darcy flow β factor
- Permeability
- Transient seepage method
ASJC Scopus subject areas
- Architecture
- Geotechnical Engineering and Engineering Geology
- Soil Science
- Geology