Hydro-Mechanical Coupled Analysis of the Stability of Surrounding Rock Mass of Underground Water-Sealed Oil Storage

Yun Jie Zhang; Tao Xu; Qiang Xu; Lin Bu

doi:10.4028/www.scientific.net/AMM.405-408.402

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Hydro-Mechanical Coupled Analysis of the Stability...

Hydro-Mechanical Coupled Analysis of the Stability of Surrounding Rock Mass of Underground Water-Sealed Oil Storage

Abstract:

Based on the fluid-solid coupling theory, we study the stability of surrounding rock mass around underground oil storage in Huangdao, Shandong province, analyze the stress of the surrounding rock mass around three chambers and the displacement change of several key monitoring points after excavation and evaluate the stability of surrounding rock mass using COMSOL Multiphysics software. Research results show that the stress at both sides of the straight wall of cavern increases, especially obvious stress concentration forms at the corners of the cavern, and the surrounding rock mass moves towards the cavern after excavation. The stress and displacement of the surrounding rock mass will increase accordingly after setting the water curtains, but the change does not have a substantive impact on the stability of surrounding rock mass.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

402-405

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.402

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Online since:

September 2013

Authors:

Yun Jie Zhang, Tao Xu*, Qiang Xu, Lin Bu

Keywords:

COMSOL, Fluid Solid Coupling, Seepage Field, Stress Field

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* - Corresponding Author

References

[1] Snow D T. A parallel plate model of fracture permeable media. Berkeley: University of California, (1965).

Google Scholar

[2] Wu Yanqing. Rock fracture system coupling model of the seepage field and stress field. Geological Hazards and Environmental Protection, 1996, 7 (1): 31-34.

Google Scholar

[3] Yang Mingju, Guan Baoshu. Theoretical and numerical simulation study of underground gas-storage caverns with water curtains. Chinese J Rock Mech & Engng, 2001, 20 (3): 301-305.

Google Scholar

[4] Zhang Bin, Li Weiming, et al: Numerical simulation for fluid-solid coupling characteristics in surrounding rock of underground water-sealed oil storage based. Journal of Engineering Geology, 2012, 20(5): 789-795.

Google Scholar

[5] Yang Bo, Study on fluid-solid coupling features of fractured rock of Huangdao underground water-sealed oil storage. Beijing: China University of Geosciences.

Google Scholar