Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (11): 3431-3440.doi: 10.16285/j.rsm.2024.1470

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Burst characteristics of rock under a high internal air pressure

LIU Shao-hua1, 2, XIA Cai-chu1, 2, XU Ying-jun3, XU Chen1, 2   

  1. 1. Institute of Rock Mechanics, Ningbo University, Ningbo, Zhejiang 315000, China; 2. Ningbo Key Laboratory of Energy Geostructure, Ningbo University, Ningbo, Zhejiang 315000, China; 3. Energy Development Research Institute Co., Ltd., CSG, Guangzhou, Guangdong 510700, China
  • Received:2024-11-28 Accepted:2025-04-29 Online:2025-11-14 Published:2025-11-11
  • Supported by:
    This work was supported by the National Key Research and Development Program, Intergovernmental Key Special Project (2024YFE0105800), the National Natural Science Foundation of China (U23B20145, 52278402) and the Core Research Project of China Electric Construction Group (DJ-HXGG-2023-09).

Abstract: In rock-lined caverns with compressed air energy storage (CAES), the hoop tensile strength of rock is an important parameter for calculating the ultimate bearing capacity and long-term stability of the cavern. The existing methods for measuring the tensile strength of rock are direct tensile tests or indirect tensile tests, such as Brazilian splitting and point load bending tests, which cannot truly reflect the circumferential stress of rock under high internal air pressure. Based on this, a new measurement method is proposed. By injecting high-pressure air into the drilled rock sample, the rock burst pressure is obtained. Then a calculation formula for the rock tensile strength is proposed considering the rock pore stress. In the experiments, the inflation rate and the temperature are changed, and it is found that the rock burst pressure is negatively correlated with the inflation rate and positively correlated with the temperature. It is found that when the number of cycles is relatively small (n≤100), the rock burst pressure is positively correlated with the number of cycles. The results can guide the design and calculation of rock-lined caverns for CAES, which is conducive to the promotion and application of CAES technology and has important engineering application value.

Key words: compressed air energy storage, burst pressure, tensile strength, pore stress

CLC Number: 

  • TU 93+1
[1] FU Qiang, YANG Ke, LIU Qin-jie, SONG Tao-tao, WU Ben-niu, YU Peng, . Interface strength characteristics of surrounding rock-lining composite structures under cyclic loading [J]. Rock and Soil Mechanics, 2025, 46(S1): 40-52.
[2] ZHAO Kai, MA Hong-ling, SHI Xi-lin, LI Yin-ping, YANG Chun-he, . Long-term stability assessment of salt caverns for compressed air energy storage based on creep-fatigue constitutive model [J]. Rock and Soil Mechanics, 2025, 46(S1): 1-12.
[3] TAN Yun-zhi, WU Ke-yu, MING Hua-jun, SUN De-an, . Vibro-compacted properties of granule bentonite and its swelling behavior under constant stiffness constraint [J]. Rock and Soil Mechanics, 2025, 46(8): 2399-2408.
[4] ZHANG Shi-shu, XU Guo-qing, XIA Cai-chu, WANG Sheng, . Optimization of preset crack parameters of secondary lining concrete in compressed air energy storage chamber [J]. Rock and Soil Mechanics, 2025, 46(10): 3208-3218.
[5] SUN Guan-hua, WANG Jiao, YU Xian-yang, YI Qi, ZHU Kai-yuan, WANG Zhang-xing, GENG Xuan, QU Jie, . Research progress on basic principles and analysis methods of lined rock caverns for compressed air energy storage station [J]. Rock and Soil Mechanics, 2025, 46(1): 1-25.
[6] JIA Ning, LIU Shun, WANG Hong-bo. Analytical methods for thermo-mechanical coupling of artificial caverns of the compressed air energy storage [J]. Rock and Soil Mechanics, 2024, 45(8): 2263-2278.
[7] ZHANG Ge-cheng, XU Chen, XIA Cai-chu, . Mechanical properties of composite segmented lining for high-pressure gas storage cavern considering shear deformation [J]. Rock and Soil Mechanics, 2024, 45(12): 3533-3544.
[8] YI Qi, SUN Guan-hua, YAO Yuan-feng, GUI Ben, SHANG Hao-liang, JI Wen-dong, . Stability analysis of overlying rock mass of lined rock caverns for compressed air energy storage [J]. Rock and Soil Mechanics, 2024, 45(12): 3523-3532.
[9] ZENG Zhen, MA Hong-ling, LIANG Xiao-peng, LI Hang, WANG Xuan, LI Wen-tao, . Characterizing deliquescence of surrounding rocks in compressed air energy storage salt caverns and its effects based on the method of cell apoptosis [J]. Rock and Soil Mechanics, 2024, 45(12): 3510-3522.
[10] JIANG Zhong-ming, LIU Yu-ting, LU Xi, YANG Xue, LIAO Jun-hui, LIU Chen-zhi, HUANG Xiang-yi, ZHOU Wan-fen, SHI Zhao-feng, TIAN Xiang, . Review on key scientific and design issues of lined rock caverns for compressed air energy storage [J]. Rock and Soil Mechanics, 2024, 45(12): 3491-3509.
[11] LU Qing-yun, XU Ying-jun, XIA Cai-chu, LIU Shao-hua, . Mechanical response of fiber reinforced flexible concrete for compressed air energy storage underground caverns [J]. Rock and Soil Mechanics, 2024, 45(12): 3566-3575.
[12] JIANG Zhong-ming, SHI Zhao-feng, YANG Xue, TIAN Xiang, XIAO Zhe-zhen, LIU Chen-zhi, HUANG Xiang-yi. Experimental study on bonding properties and deformation characteristics of polyurethane polymer mortar-concrete interface [J]. Rock and Soil Mechanics, 2024, 45(12): 3545-3554.
[13] LIN Yun-zhao, JIAN Wen-bin, LAI Zeng-rong, ZHONG Xin, ZHANG Jun-yi, XIA Chang, . Mechanical properties of root-soil composite in tree-covered landslide area based on field prototype test [J]. Rock and Soil Mechanics, 2024, 45(11): 3423-3434.
[14] TANG Lian-sheng, WANG Hao, SUN Yin-lei, LIU Qi-xin, . Change of tensile strength of granite residual soil during drying and wetting [J]. Rock and Soil Mechanics, 2022, 43(7): 1749-1760.
[15] WEI Li, CHAI Shou-xi, ZHANG Lin, LI Yao, . Compressive and tensile properties of three fiber-lime-soils under freeze-thaw cycle [J]. Rock and Soil Mechanics, 2022, 43(12): 3241-3248.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!