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Open Access

Fractal Study on Stress Sensitivity of Fracture Permeability

Mingkai Zhao1, Desen Kong1,2( ), Shengjie Guan1, Yue Gong1, Xiaomin Wang1
College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266590, P. R. China
Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong 266590, P. R. China
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Abstract

The seepage problem of fractured reservoirs under stress has important research value in engineering fields such as oil and gas exploration and development. Based on the application of fractal theory and fluid mechanics, a fracture permeability prediction model considering stress sensitivity was established. The correlation between fracture permeability and rock mass lithology under effective stress rock was studied by defining normalized permeability. The prediction model did not use any empirical constants, and each parameter had a clear physical meaning. The prediction results of the model were in good agreement with the related experimental data, which verified the effectiveness of the model. Theoretical analysis results showed that the normalized permeability of the fluid in the fracture decreased significantly with the increase of the effective stress. Rock mass with the larger Young’s modulus and Poisson’s ratio and the smaller fractal dimension of tortuosity will get a larger normalized permeability. The proposed model can effectively describe the seepage characteristics of fluid in fractures under stress.

CLC number: TU452 Document code: A Article ID: 1673-0836(2022)06-1799-06

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Chinese Journal of Underground Space and Engineering
Pages 1799-1804

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Cite this article:
Zhao M, Kong D, Guan S, et al. Fractal Study on Stress Sensitivity of Fracture Permeability. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1799-1804. https://doi.org/10.20174/j.juse.2022.06.006

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Received: 11 July 2022
Published: 01 December 2022
© 2022 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).