1. Permeability evolution model for loaded rock and numerical analysis.
- Author
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YU Yong-jiang, ZHANG Chun-hui, ZHAO Quan-sheng, and WANG Lai-gui
- Abstract
To reflect the permeability change of loaded rock, the relationship between the permeability and stress-strain curve of rock was analyzed, and the process the deformation and failure of rock was supposed to be elastic, brittle and plastic. Based on the process the permeability evolution model for rock was presented. In this model the evolution of the permeability for the rock element include; (1) The permeability can be expressed by porosity during elastic deformation phase. (2) In the post-peak stage a shear failure rock element may be represented hydraulically as a unit of rock containing two oblique crossing conjugate fractures. (3) In the post-peak stage a tension failure rock element may be represented hydraulically as a unit of rock containing two orthogonal fractures. Then based on so-called cubic law between smooth parallel plates the permeability evolution model during dilation was presented. In the model the dilation effects of failed element on permeability was considered. Fish function method was adopted to implement the model in FLAC software. The permeability evolution process of a cubic loading rock sample under varied confined stress was simulated. The results show that the model can better reflect the permeability evolution due to elastic deformation or failure. Besides the effect of confined stress on permeability can also be better expressed. [ABSTRACT FROM AUTHOR]
- Published
- 2014
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