freeze-thaw damage 冻融破坏
freeze-thaw damage model 冻融损伤模型
mechanism of freeze thaw damage 冻融破坏机理
mechanism of freeze-thaw damage 冻融破坏机理
freeze-thaw cycles damage model 冻融循环损伤模型
To prevent damage from repeated freeze-thaw cycles, the bottom of the foundation must be below the frost line.
为了防止反复冰冻解冻循环的损害，地基的底部必须在霜线以下（此处的土壤不受地表冰冻的影响）。
The combined effect of freeze-thaw and load in the total damage of rock has obvious nonlinear properties, but the coupling effect will weaken the total damage.
冻融与荷载的共同作用使岩石总损伤加剧，并表现出明显的非线性特征，而其耦合效应使总损伤有所弱化；
Ice injury after the damage occurred mainly in freeze-thaw, local vascular dilation, congestion, exudation, and thrombosis, etc.
冰伤害损害发生后，主要在冻融，局部血管扩张，充血，渗出，血栓形成等；
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