关键词: 压气储能, 团粒膨润土, 振动密实, 恒刚度, 膨胀行为

Abstract: Rock cavern compressed air energy storage (CAES) represents a promising solution for large-scale physical energy storage. Yet, it faces a critical challenge in ensuring the long-term airtightness of underground storage reservoirs. This paper introduces a composite sealing layer consisting of granular bentonite and a thin steel plate to address this issue. Granular bentonite is fabricated by compacting bentonite powder and subsequently crushing it into particles of varying sizes. Vibration tests and constant stiffness swelling tests were conducted on granular bentonite mixtures to evaluate its feasibility for constructing a sealing layer. Results indicated that, for granular bentonite mixtures, the packing dry density stabilizes after 210 seconds of vibration. For multi-size mixtures adhering to the Andreasen equation with a maximum granular size of 5 mm, the peak packing density is attained at n=0.5, corresponding to a value of 1.35 g/cm3. All binary-size mixtures achieved their peak packing densities at an optimal coarse content of 70%. This phenomenon can be explained by the theory of equal-size particle stacking states of granule. During vibration, granular bentonite tends to segregate, compromising its uniformity. However, upon hydration and subsequent expansion, bentonite compacts sufficiently to fill the interstitial voids between the original granules, thereby restoring overall uniformity. This process is crucial for ensuring uniform force distribution across the thin steel plate and the surrounding rock. Under constant stiffness constraints, the swelling deformation of bentonite partially releases its swelling potential, while the residual swelling potential manifests as residual swelling pressure. The relationship between residual swelling pressure and swelling deformation rate, under constant stiffness constraint, has been established. This relationship can serve as a design reference for constructing a composite sealing layer to prevent damage to the thin steel plate due to buckling deformation.

Key words: compressed air energy storage (CAES), granule bentonite, vibro-compacted, constant stiffness, swelling behavior