Mechanical and deformation analysis of surrounding rock of compressed air caverns based on cyclic hardening model

被引:0
|
作者
Deng, Shenyuan [1 ]
Jiang, Qinghui [1 ]
Wei, Wei [1 ]
机构
[1] School of Civil Engineering, Wuhan University, Hubei, Wuhan,430072, China
关键词
Age hardening - Compressed air energy storage - Cyclic loads - Fatigue damage - Rock pressure - Strain hardening;
D O I
10.13722/j.cnki.jrme.2024.0142
中图分类号
学科分类号
摘要
Compressed air energy storage in underground caverns is a feasible solution for large-scale energy storage. In studying the mechanical and deformation characteristics of surrounding rock under long-term cyclic loading in compressed air caverns,traditional models mostly adopt elastoplastic models or statistical damage models based on the Mohr-Coulomb yield criterion. However,these models do not consider scenarios where the pressure inside the cavern falls below the fatigue threshold. To address this issue,the rationality of using a cyclic hardening model to calculate the deformation modulus and displacement of the surrounding rock in the case of the cavern pressure being below the fatigue threshold is demonstrated firstly. Then the cyclic hardening model is derived using axial residual strain as the internal variable. On this basis,the influence of fatigue parameters of different rock types on the mechanical and deformation characteristics of the surrounding rock of the compressed air chamber is studied. The model′s predicted values are compared with the measured values from on-site experiments,demonstrating its ability to accurately predict the deformation of the surrounding rock. © 2024 Academia Sinica. All rights reserved.
引用
收藏
页码:2980 / 2991
相关论文
共 50 条
  • [31] Failure Monitoring and Leakage Detection for Underground Storage of Compressed Air Energy in Lined Rock Caverns
    Kim, Hyung-Mok
    Rutqvist, Jonny
    Kim, Hyunwoo
    Park, Dohyun
    Ryu, Dong-Woo
    Park, Eui-Seob
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (02) : 573 - 584
  • [32] Airtightness evaluation of compressed air energy storage (CAES) salt caverns in bedded rock salt
    Fang, Jiangyu
    Ma, Hongling
    Yang, Chunhe
    Li, Hang
    Zeng, Zhen
    Zhu, Shijie
    Wang, Xuan
    Nong, Xiaoli
    Journal of Energy Storage, 2024, 102
  • [33] Mechanical characteristics analysis of full-length anchorage bolt based on post peak deformation of surrounding rock in soft rock roadway
    Li Y.
    Wang X.
    Zhao G.
    Meng X.
    Liu G.
    Cheng X.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 : 3897 - 3912
  • [34] ON THE FORMULATION OF STABILITY AND DESIGN CRITERIA FOR COMPRESSED AIR ENERGY STORAGE IN HARD ROCK CAVERNS.
    Gnirk, P.F.
    Fossum, A.F.
    Proceedings of the Intersociety Energy Conversion Engineering Conference, 1979, : 429 - 440
  • [35] Numerical study on accumulative damage characteristics of underground rock caverns for compressed air energy storage
    Jiang, Zhong-Ming
    Qin, Shuang-Zhuan
    Tang, Dong
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2020, 42 (02): : 230 - 238
  • [36] Failure Monitoring and Leakage Detection for Underground Storage of Compressed Air Energy in Lined Rock Caverns
    Hyung-Mok Kim
    Jonny Rutqvist
    Hyunwoo Kim
    Dohyun Park
    Dong-Woo Ryu
    Eui-Seob Park
    Rock Mechanics and Rock Engineering, 2016, 49 : 573 - 584
  • [37] Compressed air energy storage in hard rock caverns:airtight performance,thermomechanical behavior and stability
    Zhang, Guohua
    Wang, Xinjin
    Xiang, Yue
    Pan, Jia
    Xiong, Feng
    Hua, Dongjie
    Tang, Zhicheng
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (11): : 2601 - 2626
  • [38] Studying the deformation and stability of rock mass surrounding the power station caverns using NA and GEP models
    Rajabi, Morteza
    Rahmannejad, Reza
    Rezaei, Mohammad
    STRUCTURAL ENGINEERING AND MECHANICS, 2021, 79 (01) : 35 - 50
  • [39] Plastic analysis of surrounding rock of tunnel based on strain nonlinear hardening and nonlinear softening
    Pan Yue
    Wang Zhi-Qiang
    Wu Min-Ying
    ROCK AND SOIL MECHANICS, 2006, 27 (07) : 1038 - 1042
  • [40] Plastic analysis of surrounding rock of tunnel based on strain nonlinear hardening and nonlinear softening
    Pan, Yue
    Wang, Zhi-Qiang
    Wu, Min-Ying
    Yantu Lixue/Rock and Soil Mechanics, 2006, 27 (07): : 1038 - 1042