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Chapter
Apr 26, 2012

Creep Numerical Analysis of Bedded Rock Salt Gas Storage

Publication: Instrumentation, Testing, and Modeling of Soil and Rock Behavior

Abstract

Study on long-term stability of gas storage built in bedded rock salt is one of the most important contents of safety evaluation. This paper probes into long-term stability of gas storage built in bedded rock salt via the WIIPP model and proposes numerical solution of WIPP creep model. Conclusions can be drawn after creep numerical analysis on single storage cavern: (1) There exists differences between interlayer creep deformation and that of salt rock layer.(2)Size of internal pressure exerts important affect on convergent deformation of cavern. The lower the pressure, the larger convergent deformation of cavern is and ratio of convergence is nonlinear. And at early stage, bulk decreases evidently then gradually becomes steady

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Go to Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Pages: 248 - 255

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Published online: Apr 26, 2012

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Yan-lin Zhao
Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology, Xiangtan 411201, China
Ying Zhang
Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology, Xiangtan 411201, China

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