Investigation of damage impact on stability and airtightness of lined rock caverns for compressed air energy storage

Abstract

The lined rock cavern (LRC) compressed air energy storage (CAES) system is currently regarded as one of the most promising methods for large-scale energy storage. However, the safety of LRC under high internal pressure has emerged as a critical issue that restricts their development. While scholars have focused on the safety of LRC under multiphysics field coupling, few have noticed the inevitable damage sustained by the primary load-bearing components—the surrounding rock and concrete lining—under high internal pressure, compromising their strength and permeation resistance. This study investigates the impact of damage to the surrounding rock and lining concrete on the stability and airtightness of the CAES cavern. First, a damage-permeability evolution model was established by analyzing cyclic loading and unloading test data on concrete samples. Then, a thermo-hydro-mechanical damage (THM-D) coupling model for the CAES cavern was developed and validated against operational data from the Huntorf plant. The coupling responses of both the surrounding rock and lining were compared and analyzed under three different schemes of the first charging and discharging operation. The results revealed the correlation between the air temperature in the cavern and the injection rate and the uneven damage evolution of the surrounding rock and lining caused by the geostress distribution coupled with the heat transfer process. Through the analysis, a higher air injection rate causes more lining damage and air leakage, posing greater risks to engineering safety and airtightness. However, the reduction of inflation time will weaken this effect to some extent. These findings offer valuable insights into the design, construction, and safe operation of LRC compressed air energy storage systems.

Keywords

airtightness / compressed air energy storage / damage / lined rock cavern / thermo-hydro-mechanical

References

[1] Abbaspour M, Satkin M, Mohammadi-Ivatloo B, Hoseinzadeh Lotfi F, Noorollahi Y. Optimal operation scheduling of wind power integrated with compressed air energy storage (CAES). Renew Energy. 2013; 51: 53-59.

[2] Alirahmi SM, Razmi AR, Arabkoohsar A. Comprehensive assessment and multi-objective optimization of a green concept based on a combination of hydrogen and compressed air energy storage (CAES) systems. Renew Sustain Energy Rev. 2021; 142:110850.

[3] Barnes F, Levine J. Large Energy Storage Systems. 7. Taylor & Francis Group; 2011: 1-11.

[4] Bazdar E, Sameti M, Nasiri F, et al. Compressed air energy storage in integrated energy systems: a review. Renew Sustain Energy Rev. 2022; 167:112701.

[5] Becattini V, Geissbühler L, Zanganeh G, Haselbacher A, Steinfeld A. Pilot-scale demonstration of advanced adiabatic compressed air energy storage, part 2: tests with combined sensible/latent thermal-energy storage. J Energy Storage. 2018; 17: 140-152.

[6] Chen J, Jiang W, Yang C, et al. Study on engineering thermal analysis of gas storage in salt formation during gas injection and production. Chin J Rock Mech Eng. 2007; 26(Supp 1): 2887-2894.

[7] Chen X, Wang JG. Stability analysis for compressed air energy storage cavern with initial excavation damage zone in an abandoned mining tunnel. J Energy Storage. 2022; 45:103725.

[8] Damasceno DR, Spross J, Johansson F. Rock mass response for lined rock caverns subjected to high internal gas pressure. J Rock Mech Geotech Eng. 2023; 15(1): 119-129.

[9] Fan J, Liu W, Jiang D, et al. Thermodynamic and applicability analysis of a hybrid CAES system using abandoned coal mine in China. Energy. 2018; 157: 31-44.

[10] Fang J, Ma H, Yang C, et al. Airtightness evaluation of lined caverns for compressed air energy storage under thermo-hydro-mechanical (THM) coupling. Energy. 2024; 308:132996.

[11] Geissbühler L, Becattini V, Zanganeh G, et al. Pilot-scale demonstration of advanced adiabatic compressed air energy storage, part 1: plant description and tests with sensible thermal-energy storage. J Energy Storage. 2018; 17: 129-139.

[12] Güney T. Renewable energy, non-renewable energy and sustainable development. Int J Sustain Dev World Ecol. 2019; 26(5): 389-397.

[13] He X, Yu P, Eijsink A, et al. Co-evolution of specific stiffness and permeability of rock fractures offset in shear. J Geophys Res Solid Earth. 2025; 130(5):e2024JB030633.

[14] Ishihata T. Underground compressed air storage facility for CAES-G/T power plant utilizing an airtight lining. News J Int Soc Rock Mech. 1997; 5(1): 17-21.

[15] Jiang ZM, Gan L, Zhang DX, et al. Distribution characteristics and evolution laws of liner cracks in underground caverns for compressed air energy storage. Chin J Geotech Eng. 2024; 46(1): 110-119.

[16] Jiang ZM, Liu LY, Zhao HB, et al. Study of dynamic boundary conditions for thermo-mechanical coupling analysis of underground gas storage cavern. Rock Soil Mech. 2019; 40(3): 1149-1157.

[17] Kim HM, Rutqvist J, Jeong JH, Choi BH, Ryu DW, Song WK. Characterizing excavation damaged zone and stability of pressurized lined rock caverns for underground compressed air energy storage. Rock Mech Rock Eng. 2013; 46(5): 1113-1124.

[18] Kim HM, Rutqvist J, Ryu DW, Choi BH, Sunwoo C, Song WK. Exploring the concept of compressed air energy storage (CAES) in lined rock caverns at shallow depth: a modeling study of air tightness and energy balance. Appl Energy. 2012; 92: 653-667.

[19] Kushnir R, Ullmann A, Dayan A. Thermodynamic models for the temperature and pressure variations within adiabatic caverns of compressed air energy storage plants. J Energy Resour Technol. 2012; 134(2):021901.

[20] Li B, Wu P, Yang Z, Mu W, Duan H, Li T. Mechanism of landfill leakage induced by surface subsidence and cracking during deep mining and the migration law of pollutants in groundwater. Int J Geomech. 2025; 25(9):04025196.

[21] Li H, Ma H, Liu J, et al. Large-scale CAES in bedded rock salt: a case study in Jiangsu Province, China. Energy. 2023; 281:128271.

[22] Li H, Ma H, Yang C, Wang X, Daemen JJK. Creep-fatigue model of rock salt based on a fractal-order derivative considering thermo-mechanical damage. Comp Geotech. 2024; 174:106605.

[23] Li H, Ma H, Zhao K, et al. Parameter design of the compressed air energy storage salt cavern in highly impure rock salt formations. Energy. 2024; 286:129520.

[24] Li J, Shi X, Zhang S. Construction modeling and parameter optimization of multi-step horizontal energy storage salt caverns. Energy. 2020; 203:117840.

[25] Li P, Kang H, Zhu Q, et al. Numerical and experimental investigations of concrete lined compressed air energy storage system. J Clean Prod. 2023; 390:136153.

[26] Li P, Li Y, Shi X, Zhu S, Ma H, Yang C. Gas tightness around salt cavern gas storage in bedded salt formations. Renew Energy. 2024; 233:121191.

[27] Li W, Hong C, Qiao L, Ma J, Peng Z, Wang Z. Reliability analysis of underground water-sealed storage caverns stability: method and application. Tunnel Undergr Space Technol. 2025; 161:106550.

[28] Luo X, Wang J, Dooner M, Clarke J. Overview of current development in electrical energy storage technologies and the application potential in power system operation. Appl Energy. 2015; 137: 511-536.

[29] Ma Z, Sun J, Gong P, et al. Damage evolution of surrounding sandstone rock under charging–discharging cyclic loading in the natural gas storage of abandoned mines based on the discrete element method. Deep Undergr Sci Eng. 2024; 4(2): 329-338.

[30] Miao X, Zhang K, Wang J, et al. Coupled thermodynamic and thermomechanical modelling for compressed air energy storage in underground mine tunnels. Int J Rock Mech Min Sci. 2024; 176:105717.

[31] Mouli-Castillo J, Wilkinson M, Mignard D, McDermott C, Haszeldine RS, Shipton ZK. Inter-seasonal compressed-air energy storage using saline aquifers. Nat Energy. 2019; 4(2): 131-139.

[32] Nakata M, Yamachi H, Nakayama A, Sakurai S, Shidahara T. Thermo-dynamical approach to compressed air energy storage system. Doboku Gakkai Ronbunshu. 1998; 1998(610): 31-42.

[33] Qin S, Xia C, Zhou S. Air tightness of compressed air storage energy caverns with polymer sealing layer subjected to various air pressures. J Rock Mech Geotech Eng. 2023; 15(8): 2105-2116.

[34] Quast P, Crotogino F. Initial experience with the compressed-air energy storage (CAES) project of Nordwestdeutsche Kraftwerke AG (NWK) at Huntorf/West Germany. Erdoel-Erdgas Z. 1979; 95(9): 310-314.

[35] Raju M, Kumar Khaitan S. Modeling and simulation of compressed air storage in caverns: a case study of the Huntorf plant. Appl Energy. 2012; 89(1): 474-481.

[36] Rutqvist J. Status of the TOUGH-FLAC simulator and recent applications related to coupled fluid flow and crustal deformations. Comput Geosci. 2011; 37(6): 739-750.

[37] Rutqvist J, Kim H-M, Ryu D-W, Synn JH, Song WK. Modeling of coupled thermodynamic and geomechanical performance of underground compressed air energy storage in lined rock caverns. Int J Rock Mech Min Sci. 2012; 52: 71-81.

[38] Rutqvist J, Wu Y-S, Tsang C-F, Bodvarsson G. A modeling approach for analysis of coupled multiphase fluid flow, heat transfer, and deformation in fractured porous rock. Int J Rock Mech Min Sci. 2002; 39(4): 429-442.

[39] Schmidt F, Menéndez J, Konietzky H, et al. Technical feasibility of lined mining tunnels in closed coal mines as underground reservoirs of compressed air energy storage systems. J Energy Storage. 2024; 78:110055.

[40] Sun R, Wang J, Zhou Y, Shang X, Leung C. Stability analysis of a compressed air energy storage cavern transformed from a horseshoe-shaped roadway in an abandoned coal mine. Deep Undergr Sci Eng. 2025: 1-20.

[41] Tang G, Yao Y, Wang L, Cui S, Cao Y. Relation of damage variable and gas permeability coefficient of concrete under stress. J Wuhan Univ Technol Mater Sci Ed. 2018; 33: 1481-1485.

[42] Wan F, Jiang Z, Tian X, Konietzky H, Xiao Z. A thermo-hydro-mechanical damage model for lined rock cavern for compressed air energy storage. J Energy Storage. 2024; 78:110186.

[43] Wu D, Wang JG, Hu B, Yang SQ. A coupled thermo-hydro-mechanical model for evaluating air leakage from an unlined compressed air energy storage cavern. Renew Energy. 2020; 146: 907-920.

[44] Wu L, Hou Z, Xie Y, et al. Fracture initiation and propagation of supercritical carbon dioxide fracturing in calcite-rich shale: a coupled thermal-hydraulic-mechanical-chemical simulation. Int J Rock Mech Min Sci. 2023; 167:105389.

[45] Xia C, Xu Y, Zhou S, Qin S, He X. Fracture initiation and propagation in the lined underground caverns for compressed air energy storage: coupled thermo-mechanical phase-field modeling. Comp Geotech. 2023; 157:105329.

[46] Xia C, Zhou Y, Zhou S, Zhang P, Wang F. A simplified and unified analytical solution for temperature and pressure variations in compressed air energy storage caverns. Renew Energy. 2015; 74: 718-726.

[47] Xiao JQ, Feng XT, Ding DX, Jiang FL. Investigation and modeling on fatigue damage evolution of rock as a function of logarithmic cycle. Int J Numer Anal Methods Geomech. 2011; 35(10): 1127-1140.

[48] Xue W, Liu X, Jing W, Yao Z, Gao C, Li H. Experimental study and mechanism analysis of permeability sensitivity of mechanically damaged concrete to confining pressure. Cem Concr Res. 2020; 134:106073.

[49] Yang C, Wang T, Chen H. Theoretical and technological challenges of deep underground energy storage in China. Engineering. 2023; 25: 168-181.

[50] Yang C, Wang T, Li Y, et al. Feasibility analysis of using abandoned salt caverns for large-scale underground energy storage in China. Appl Energy. 2015; 137: 467-481.

[51] Yang CH, Wang TT. Advance in deep underground energy storage. Chin J Rock Mech Eng. 2022; 41(9): 1729-1759.

[52] Yang FJ, Teng M, Song QQ, et al. Study on damage characteristics and impermeability of concrete under triaxial loading and unloading. Yangtze River. 2024; 55(2): 195-202.

[53] Yang X, Zheng S, Chang J. Research on CCHP design and optimal scheduling based on concentrating solar power, compressed air energy storage, and absorption refrigeration. ACS Omega. 2023; 8(45): 42126-42143.

[54] Zhang X, Li H, Tan X, Li G, Jiang H. Coupling effects of temperature, confining pressure, and pore pressure on permeability and average pore size of Longmaxi shale. Deep Undergr Sci Eng. 2023; 2(4): 359-370.

[55] Zhao C, Lei M, Jia C, Wu C, Yang Z, Shi Y. Influence mechanism of initial mechanical damage on concrete permeability and tunnel lining leakage. Eng Fract Mech. 2024; 310:110531.

[56] Zhou S-W, Xia C-C, Zhao H-B, Mei SH, Zhou Y. Numerical simulation for the coupled thermo-mechanical performance of a lined rock cavern for underground compressed air energy storage. J Geophys Eng. 2017; 14(6): 1382-1398.

[57] Zhou Y, Xia C, Zhao H, Mei S, Zhou S. An iterative method for evaluating air leakage from unlined compressed air energy storage (CAES) caverns. Renew Energy. 2018; 120: 434-445.

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2025 The Author(s). Deep Underground Science and Engineering published by John Wiley & Sons Australia, Ltd on behalf of China University of Mining and Technology.