.png){kind=icon}
.png){kind=icon}
Return
Discrete element simulation of the freeze–thaw damage evolution mechanism in water-filled rock with double parallel open fissures
.png){kind=icon}
PRE
AI
H
H
S
X
DOI：10.1016/j.tafmec.2026.105752.png)
.png){kind=icon}
Original request for help.png){kind=icon}
Share.png){kind=icon}
Save
Abstract
En 中文
• FT-driven crack initiation and propagation in water-filled double parallel open fissures were quantified. • The circumferential stress redistribution around open fissures was characterized under different dip angles. • A DEM-based coupled frost-heave model for pore and fissure water was established. • The governing mechanism of rock-bridge instability and crack-path transition was revealed.
Keywords:
Freeze–thaw damage evolution
Double parallel open fractures
Water-filled fractured rock
Discrete element method
Rock bridge deterioration
Frost heave mechanism
Journal
IF:
5.6
Papers:
4.4K
Citations:
1.3W
Organization
Cited Papers