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Mohr-Coulomb与Hoek-Brown强度准则下大罐式硐库压缩空气储能对围岩稳定性影响的对比

Comparative on the Influence of Compressed Air Energy Storage in Large Tank-Type Caverns on Surrounding Rock Stability Under Mohr-Coulomb and Hoek-Brown Strength Criteria

  • 摘要:
    目的 地下硐室施工涉及复杂的地质条件,如软弱围岩、破碎带和断层等。这些区域的围岩稳定性较差,容易发生塌方、滑移等地质灾害。因此,研究硐室围岩的稳定性对于理论研究与工程实践均具有重要意义。文章旨在探讨Mohr-Coulomb强度准则与Hoek-Brown强度准则对压缩空气储能(Compressed Air Energy Storage,CAES)地下硐室施工的影响,比较不同强度准则下硐室稳定性的差异及其在设计中的适用性。
    方法 基于FLAC3D数值模拟方法,以内蒙古某压缩空气储能电站密封硐库地下工程为背景,采用了Mohr-Coulomb和Hoek-Brown两种强度准则,分析了硐室围岩承压状态下的位移变形和塑性区分布情况。通过模拟计算,比较了不同强度准则对围岩变形及塑性区影响的差异,进一步评估了大罐式硐室、圆截面隧道和马蹄形隧道3种硐室形式的性能。
    结果 模拟结果表明,采用Mohr-Coulomb与Hoek-Brown强度准则得到的硐室稳定性分析结果基本一致。大罐式硐室在应力分布和塑性区控制方面表现更优,显示出更好的稳定性与安全性。相比之下,圆截面隧道和马蹄形隧道的稳定性较差,特别是在高压储气条件下。
    结论 文章为地下硐室在高压储气条件下的优化设计与施工提供了重要参考,验证了大罐式硐室在控制围岩变形、降低塑性破坏风险方面的优势,具有良好的应用前景。研究成果为 CAES 项目中地下硐室设计提供了理论依据,并为实际工程实践提供了指导。

     

    Abstract:
    Objective The construction of underground chambers involves complex geological conditions such as weak surrounding rocks, fractured zones, and faults. The poor stability of surrounding rocks in these areas makes them prone to collapses and sliding. Therefore, studying the stability of chamber surrounding rocks holds significant theoretical and engineering importance. This study aims to examine the influence of the Mohr-Coulomb and Hoek-Brown strength criteria on the construction stability of underground chambers for compressed air energy storage (CAES), and to explore the differences in chamber stability under the two criteria and their implications for design.
    Method Based on the FLAC3D numerical simulation method, this study investigated a sealed underground chamber of a CAES power station in Inner Mongolia. The Mohr-Coulomb and Hoek-Brown strength criteria were applied to analyze the displacement and plastic zone distribution of the surrounding rock under pressure. Through simulation, the differences in the effects of the two strength criteria on rock deformation and plastic zones were compared, and the performances of three chamber types—a large tank chamber, a circular tunnel, and a horseshoe-shaped tunnel—were further evaluated.
    Result The simulation results show that the analyses based on the Mohr-Coulomb and Hoek-Brown criteria are generally consistent. The large tank chamber demonstrates superior performance, particularly in stress distribution and plastic zone control, indicating better stability and safety. In contrast, the circular and horseshoe-shaped tunnels exhibit relatively lower stability, especially under high-pressure gas storage conditions.
    Conclusion This study provides meaningful guidance for the optimized design and construction of underground chambers, particularly under high-pressure storage conditions, and confirms the advantages of the large tank chamber. The findings indicate that the large tank chamber can effectively control rock deformation and reduce the risk of plastic failure, showing promising application potential. These results offer a theoretical basis for CAES chamber design and practical insights for engineering applications.

     

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