压缩空气储能地下人工洞室的稳定性研究现状
Current Research Status on the Stability of Underground Artificial Caverns for Compressed Air Energy Storage
DOI: 10.12677/hjce.2025.1412305, PDF,    科研立项经费支持
作者: 吴朝峰：中国能源建设集团浙江省电力设计院有限公司，浙江 杭州；顾越凡, 王迎超, 王英超：中国矿业大学力学与土木工程学院，江苏 徐州
关键词: 压气储能；稳定性；围岩；堵头；Compressed Air Energy Storage (CAES)； Stability； Surrounding Rock； Plug
摘要: 本文综述地下人工洞室压缩空气储能稳定性的研究现状，主要从围岩的稳定性和堵头结构的稳定性两方面入手。揭示了不同力学参数的围岩体的热力学响应和疲劳特性，围岩初始裂隙及裂隙萌生和上覆岩体抗隆起等方面对围岩稳定性的影响以及由于受压破坏和交界面受剪切破坏而导致的堵头结构失稳。提出了四种常见的堵头结构类型，其中以楔形堵头的受力性能最为良好。最后指出了研究的不足，缺少了对于热流固多场耦合下的研究，为压气储能地下人工洞室稳定性研究提供参考。
Abstract: This paper reviews the current research status on the stability of compressed air energy storage (CAES) in underground artificial caverns, focusing on two main aspects: the stability of the surrounding rock and the stability of the plug structure. It reveals the influences of various factors on the stability of the surrounding rock, including the thermomechanical response and fatigue characteristics of rock masses with different mechanical parameters, the presence of initial fractures, fracture initiation, and the resistance to uplift of the overlying rock mass. Additionally, it addresses the instability of the plug structure caused by compressive failure and shear failure at the interfaces. Four common types of plug structures are presented, among which the wedge-shaped plug demonstrates the most favorable mechanical performance. Finally, the paper points out research shortcomings, particularly the lack of studies under thermo-hydro-mechanical multi-field coupling conditions, providing a reference for future research on the stability of CAES in underground artificial caverns.
文章引用：吴朝峰, 顾越凡, 王迎超, 王英超. 压缩空气储能地下人工洞室的稳定性研究现状[J]. 土木工程, 2025, 14(12): 2844-2852. https://doi.org/10.12677/hjce.2025.1412305

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