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A novel viscoplastic model for salt rock deformation under internal cyclic gas pressure loading
State Key Laboratory of Coal Mine Disaster Dynamics and Control, School of Resources and Safety Engineering, Chongqing University, Chongqing 400044, China.
State Key Laboratory of Coal Mine Disaster Dynamics and Control, School of Resources and Safety Engineering, Chongqing University, Chongqing 400044, China.
INSA Lyon, CNRS, LaMCoS, UMR5259, Villeurbanne 69621, France.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0009-0002-4318-9969
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2025 (English)In: International Journal of Mining Science and Technology, ISSN 2095-2686Article in journal (Refereed) In press
Abstract [en]

Salt caverns are widely used for energy storage. During gas storage, the internal gas pressure fluctuates cyclically in response to energy demand, making it essential to assess how these pressure variations affect rock deformation. In this study, experiments were conducted under different cyclic gas pressure conditions to investigate this effect. The findings indicate that (1) the deformation process of salt rock can be segmented into three stages: the deceleration stage, the steady-state stage, and the acceleration stage. (2) When the axial pressure remains constant, both axial and radial deformations exhibit a stepwise increasing trend in response to cyclic gas pressure variations. Similarly, under axial graded loading, the deformations also demonstrate a progressive rise. By analyzing the deformation differences and model coefficient fluctuations within a single gas pressure cycle, it is found that radial deformation is higher sensitive to changes in cyclic gas pressure. (3) The axial deformation shows a stepwise increase, and the radial deformation showed a cyclic change with changing gas pressure. Therefore, the cyclic gas pressure influence factor α, axial loading influence factor β, and state variable σ∗ are introduced to develop a viscoplastic ontological model that accounts for the impacts of cyclic gas pressure, confining pressure and axial stress. Validated by the deformation data, the new model can better fit both the axial deformation and the radial deformation of the three stages and has strong applicability and accuracy by changing only fewer parameters. The state variable rate shows the same stage as the deformation rate and residual strain of salt rock, which can better reflect the internal hardening of salt rock.

Place, publisher, year, edition, pages
China University of Mining and Technology , 2025.
Keywords [en]
Salt rock, Gas pressure, Effective stress, Residual strain, Viscoplastic model
National Category
Other Civil Engineering Geotechnical Engineering and Engineering Geology
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-113932DOI: 10.1016/j.ijmst.2025.05.005Scopus ID: 2-s2.0-105008822587OAI: oai:DiVA.org:ltu-113932DiVA, id: diva2:1979820
Note

Funder: National Natural Science Founadation of China (52274073); National Key R&D Program of China (2024YFB4007100); Chongqing Natural Science Foundation Innovation and Development Joint Fund (CSTB2024NSCQ-LZX0056); Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering Safety (SKLGGES-024006); Rut and Sten Brand Foundation;

Full text license: CC BY

Available from: 2025-07-01 Created: 2025-07-01 Last updated: 2025-07-01

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Li, ZongzeZou, Yang

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3940414243444542 of 96
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