Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (2): 402-412.doi: 10.16285/j.rsm.2025.0675

• Special Topic on Underground Engineering of Compressed Air Energy Storage • Previous Articles     Next Articles

Development and experimental verification of constant stiffness swelling apparatus

TAN Yun-zhi1, 2, 3, GUO Jin-hui2, 3, WU Ke-yu2, 3, MING Hua-jun1, 2, WANG Chong2, 3, WU Jun2, 3   

  1. 1. College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang, Hubei 443002, China; 2. The Institute of Problematic Soils Mechanics, China Three Gorges University, Yichang, Hubei 443002, China; 3. Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2025-06-30 Accepted:2025-10-15 Online:2026-02-10 Published:2026-02-04
  • Supported by:
    This work was supported by the Natural Science Foundation of Hubei Province (2024AFA004, 2023AFD198) and the National Natural Science Foundation of China (52279102).

Abstract: A composite sealing layer structure of “bentonite-thin steel plate” has been constructed in the lined rock caverns (LRC) for compressed air energy storage (CAES). In this sealing layer, bentonite absorbs water and expands, thereby squeezing the thin steel plate. The thin steel plate generates an elastic reaction force under pressure, which in turn restrains the expansion of bentonite. Therefore, the swelling behavior of bentonite falls under the category of expansion under constant stiffness constraint. To simulate this behavior, a swelling apparatus with comprehensive functions, convenient operation and low cost was developed. The instrument mainly consists of the instrument base, sample chamber, piston, constant stiffness constraint reaction frame, water injection controller, data acquisition box, and so on. With granular bentonite as the research object, verification tests were conducted. The findings indicate that the instrument is capable of accurately replicating the swelling behavior of bentonite under the constant stiffness constraint. Compared with the results obtained by the staged loading equilibrium method, the swelling pressure of the former is generally higher than that of the latter at the same swelling ratio. Moreover, the results of the former are more consistent with the real situation. By changing the constraint combination of the reaction frame, the instrument can also be used to simulate swelling behaviors under constant volume constraint and zero-loading constraint. Meanwhile, in conjunction with the specially designed high- pressure loading system (with a maximum loading capacity of 20 MPa), the loading and unloading tests of bentonite after expansion can be carried out to investigate the deformation behavior of bentonite during the charging and discharging processes of the CAES. The preliminary demonstration of the rationality of the “bentonite-thin steel plate” composite sealing layer structure fully underscores the reliability and scalability of the instrument, highlighting its functional advantage of “one machine serving multiple purposes”

Key words: swelling apparatus, constant stiffness constraint, bentonite, compressed air energy storage (CAES)

CLC Number: 

  • TU 443
[1] SUN Guan-hua, WANG Zhang-xing, WANG Jiao, DONG Yi-Xin, SHI Lu, LIU Zhi-jun, LIN Shan. FDEM-based collaborative optimization of sealing structure and lining preset joint design in underground lined rock caverns [J]. Rock and Soil Mechanics, 2026, 47(2): 497-514.
[2] MA Tian-tian, LIU Ting-li, HAO Feng-fu, YANG Cong-fa, WAN Yong, . Experimental and theoretical study of the effect of layer charge on shrinkage behavior of bentonite [J]. Rock and Soil Mechanics, 2026, 47(1): 39-48.
[3] ZENG Zhao-tian, LIN Ming-yu, SUN De-an, SHAO Jie-sheng, CAO Shan-shan, ZHAO Chang-you, JIN Lin. Temporal influence of thermal ageing on thermal conductivity of bentonite buffer layer materials under high temperature conditions [J]. Rock and Soil Mechanics, 2026, 47(1): 171-182.
[4] 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.
[5] WU Zi-long, YU Tao, YAN Chao, DENG Yong-feng, HU Guang-qing, GAO Yu-hang, WANG Zhang, WANG Li, . Analysis of loess heavy metal pollution in Shaanxi Province and a preliminary study on treatment of loess/bentonite cutoff walls [J]. Rock and Soil Mechanics, 2025, 46(9): 2738-2748.
[6] 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.
[7] CHENG Xin, JIANG Wen-hao, HUANG Xiao, LI Shuang, WANG Ying-fu, LI Jiang-shan, . Engineering properties and microstructural evolution of self-hardening vertical barrier materials under the influence of Cr(VI) contaminated solution [J]. Rock and Soil Mechanics, 2024, 45(S1): 225-238.
[8] HAO Feng-fu, MA Tian-tian, YU Hai-wen, WEI Chang-fu, TIAN Hui-hui, YI Pan-pan, . Experimental study of the influence of cation exchange capacity on hydration in interlayers of bentonite [J]. Rock and Soil Mechanics, 2024, 45(9): 2611-2620.
[9] CHEN Bao, XIANG Ping, DENG Rong-sheng。. Diffusion modeling of bentonite colloids in fractures of repository surrounding rocks [J]. Rock and Soil Mechanics, 2024, 45(2): 433-442.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] 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.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!