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Abstract:
The storage of liquefied natural gas (LNG) in underground coal mine tunnels offers numerous advantages, with the fracturing characteristics of surrounding rock under cryogenic conditions (−162 °C at the lowest) closely tied to the safety of the storage. However, a substantial knowledge gap persists within the entire temperature range, presenting a significant challenge in our understanding. The innovation of this work lies in the comprehensive study of fracture toughness and the revelation of damage mechanisms in both dry and saturated rock across a complete temperature range from −162 to 20 °C. Both dry and saturated cracked straight-through Brazilian disc (CSTBD) sandstone specimens underwent treatment at various temperatures (20, −40, −80, −120, and −162 °C) through liquid nitrogen cooling, with subsequent testing of fracture toughness. The results indicate that the fracture toughness of dry sandstone experiences a marginal decrease (∼5 %) with lowering temperatures. In contrast, the reduction in fracture toughness for saturated sandstone is more pronounced, reaching approximately 30 % from room temperature to a cryogenic critical temperature (above −40 °C). Interestingly, within the critical temperature range to −162 °C, the fracture toughness of saturated sandstone remains relatively stable. At ultralow temperatures, dry sandstone exhibits failure cracks that are more crooked due to shrinkage damage. On the other hand, saturated sandstone, subjected to ultralow temperature treatment, displays crooked failure cracks with branched cracks, attributed to frost heaving damage. Consequently, the damage mechanisms under cryogenic conditions are identified as shrinkage damage and frost heaving damage. For dry sandstone, shrinkage forces can induce some microcracks between mineral grains and cementation, but the number of cracks is limited. In contrast, both shrinkage and frost heaving forces can lead to more microcracks in saturated sandstone. Comparative analysis of experimental results suggests that frost heaving damage is the primary mechanism in saturated sandstone. It's important to note that for sandstones with different cementation types and porosity, the main damage mechanism may vary, requiring further research. These findings contribute to a more accurate stability evaluation of LNG underground storage. © 2024
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International Journal of Rock Mechanics and Mining Sciences
ISSN: 1365-1609
Year: 2024
Volume: 180
7 . 2 0 0
JCR@2022
Cited Count:
SCOPUS Cited Count: 5
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 2
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