.png){kind=icon}
.png){kind=icon}
Return
Shear mechanical properties of ice-filled rock joints under low-temperature and freeze-thaw cycles
.png){kind=icon}
PRE
AI
S
J
L
DOI：10.1016/j.coldregions.2026.104974.png)
.png){kind=icon}
Original request for help.png){kind=icon}
Share.png){kind=icon}
Save
Abstract
En 中文
• Shear failure shifts from brittle ice fracture to interfacial sliding above −5 °C. • Critical ice thickness correlates with the maximum peak-to-valley height. • Freeze-thaw cycles induce a non-monotonic shear strength evolution. • “Debris friction compensation” drives the strength recovery mechanism.
Keywords:
ice shear failure
interfacial sliding
critical ice thickness
freeze-thaw cycles
debris friction compensation
Journal
IF:
3.8
Papers:
3.6K
Citations:
1.2W
Organization
Cited Papers