Abstract
Underground hydrogen storage (UHS) is a promising solution for large-scale and long-duration energy storage, but its safe deployment critically depends on maintaining well integrity. Among the well components, the cement sheath represents a key barrier against hydrogen leakage. This study reviews and synthesizes existing experimental and numerical research on hydrogen–cement interactions, focusing on permeability evolution, mechanical performance, and leakage risk. The evidence indicates that static hydrogen exposure has minimal adverse effects on well-cured Class G cement and may even enhance microstructural density through continued hydration and pore refinement. In contrast, operational factors—particularly cyclic pressure loading and premature hydrogen contact during cement setting—are identified as the primary causes of permeability increase and mechanical degradation. The review further highlights that inconsistent findings in the literature are largely attributable to insufficient consideration of cement pore-scale heterogeneity and the lack of image-based analyses.
| Original language | English |
|---|---|
| Title of host publication | 87th EAGE Annual Conference & Exhibition |
| Publisher | EAGE |
| Number of pages | 5 |
| DOIs | |
| Publication status | Published - 8 Jun 2026 |
| Event | 87th EAGE Annual Conference & Exhibition - Aberdeen, United Kingdom Duration: 8 Jun 2026 → 11 Jun 2026 |
Conference
| Conference | 87th EAGE Annual Conference & Exhibition |
|---|---|
| Abbreviated title | EAGE 2026 |
| Country/Territory | United Kingdom |
| City | Aberdeen |
| Period | 8/06/26 → 11/06/26 |
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