Experimental and Numerical Validation of an Effective Stress-Sensitive Permeability Model Under Hydromechanical Interactions-Reference-Cited by-同舟云学术

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Experimental and Numerical Validation of an Effective Stress-Sensitive Permeability Model Under Hydromechanical Interactions

Published:2024-01-02 Issue:3 Volume:151 Page:449-467
ISSN:0169-3913
Container-title:Transport in Porous Media
language:en
Short-container-title:Transp Porous Med

Author:

Teng Teng^ORCID,Li Zhaolong,Wang Yuming,Liu Kun,Jia Wenjian

Funder

National Natural Science Foundation

National Key R&D Program of China

Fundamental Research Funds for the Central Universities from China University of Mining and Technology-Beijing

State Key Laboratory Cultivation Base for Gas Geology and Gas Control

State Key Laboratory for GeoMechanics and Deep Underground Engineering

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s11242-023-02043-y.pdf

Reference38 articles.

1. Andreas, H., Espen, J., Jens, F., Paul, M., Anders, M.S.: A node-splitting discrete element model for fluid–structure interaction. Physica A 416, 61–79 (2014)

2. Biot, M.A.: General theory of three dimensional consolidation. J. Appl. Phys. 12, 155–164 (1941)

3. Biot, M.A., Willis, D.G.: The elastic coefficients of the theory of consolidation. ASME J. Appl. Mech. 24, 594–601 (1957)

4. Chen, L.W., Ou, Q.H., Peng, Z.H., Wang, Y.X., Chen, Y.F., Tian, Y.: Numerical simulation of abnormal roof water-inrush mechanism in mining under unconsolidated aquifer based on overburden dynamic damage. Eng. Fail. Anal. 133, 106005 (2022)

5. Cheng, C., Li, X., Li, S.D., Zheng, B.: Failure behavior of granite affected by confinement and water pressure and its influence on the seepage behavior by laboratory experiments. Materials 10, 798 (2017)

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